The URL can be used to link to this page

949-O TR 34275,36647 IP060019 5/8/2008 Signing & Striping Plans Holland Rd,Sherman Rd,La Piedra Rd SIGNING & SrRIPING PLANS PM 33647 MS 4086 (IP #060019) HOLLANn RD SHERMAN RD LA PIEDRA Fil SIGNING AND STRIPING GENERAL NOTES: A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CALTRANS STANDARD SPECIFICATIONS, MAY 2006 EDITION AND THE RIVERSIDE COUNTY STANDARD PLANS, LATEST EDITION, HEREAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS AND NEWPORT ROAD STANDARD PLANS UNLESS OTHERWISE SPECIFIED. - - B. SIGNING AND STRIPING SHALL CONFORM TO 2006 "MANUAL ON TRAFFIC CONTROL DEVICES" (MUTCD), 2006 CALIFORNIA MUTCD, CALTRANS STANDARD PLANS AND SPECIFICATIONS (DATED MAY 2006), THESE PLANS AND THE SPECIAL PROVISIONS. SEE i° 1 CALTRANS STD. PLANS A-20 (A-D) & A-24 (A-E) STRIPING DETAILS, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. CONTRACTOR SHALL FURNISH AND INSTALL 1 ALL TRAFFIC SIGNS, SIGN POSTS, THERMOPLASTIC MARKINGS, RAISED PAVEMENT MARKERS. / AND ALL OTHER EQUIPMENT AND HARDWARE IN ACCORDANCE TO THE SPECIAL PROVISIONS. PAVEMENT LEGENDS SHALL MATCH CALTRANS STANDARD PLAN DETAILS. SIGNING & STRIPING LEGEND AND I- '' C. RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 85 OF THE CONSTRUCTION NOTES: STATE STANDARD SPECIFICATIONS, ENTITLED "PAVEMENT MARKERS". ADHESIVE FOR �� W PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 95-2.04 OF THE " ADHESIVE FOR PAVEMENT EXISTING TO REMAIN. STATE STANDARD SPECIFICATIONS ENTITLED RAPID SET EPDXY AD I � Ff I MARKERS". SREMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED. McCALL BLV D. DEBRIS FROM REMOVAL OPERATIONS SHALL BE CONTAINED WITHIN THE WORK AREA AND i It THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND iS FURNISH AND INSTALL SIGN(S) AND 4X4 WOOD POST WITH ANCHOR BLOCK PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM (IF APPLICABLE) AVEN I DATHE SANDBLASTING SHALL CONTRACTOR DEBRIS WITHIN EROADWAY SHALL BE REMOVED BY DRY SWEEPING OR IMMEDIATELY REMOVED AND DISPOSED OF BY THE >'4( RLRELOCATE EXISTING SIGNS) TO NEW POST (IF APPLICABLE) AS NOTED. DE CORTE HIGH—POWER VACUUM. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL F wcn NJ OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF Rp REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING AND MARKINGS AS NOTED, INCLUDING J� Ind THE STANDARD SPECIFICATIONS. THERE SHALL BE NO STOCK PILING OF CONSTRUCTION` +1 MATERIALS WITHIN THE COUNTY RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE RAISED PAVEMENT MARKERS. o�- NEWPORT ROAD INSPECTOR. O INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION 7 �` SHEET PD-3 OF RAISED PAVEMENT MARKERS. LA RA ROAD E. SCARRED AREAS RESULTING FROM WORD OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY SITE COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT pM INSTALL THERMOPLASTIC PAVEMENT MARKING OR ARROW AS NOTED. �- COMPLETELY OBLITERATES THE OLD LEGEND FORM. LEGENDS SHALL HAVE 50FT SPACE TO NEXT LEGEND UNLESS ¢o o NOTED OTHERWISE. af o F. ALL NEW STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE COUNTY ENGINEER a Or- 0 PRIOR TO PAINTING. S SIGNALIZED INTERSECTION w w z G. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND Of o � z0- _ _ . _. SNS STREET NAME SIGN a = Li _ 1. } STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION AREA WILL BE RESTORED TO o Of LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE COUNTY. m (T) THERMOPLASTIC SCOTT ROAD pa H. CONFLICTING TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING. CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT i 0 MARKERS AND SIGNS. REMOVED SIGNS SHALL BE SALVAGED TO THE COUNTY YARD AS SIGN (ONE POST) "� cc DIRECTED BY THE COUNTY INSPECTOR. VICINITY MAP Q O NOT TO SCALE � I. ALL TRAFFIC STRIPES 12" IN WIDTH, ARROWS AND PAVEMENT LEGENDS SHALL BE SIGN (T11r10 POST} SECTION 3 TOWNSHIP 6 SOUTH RANGE 3 WEST Ic _ THERMOPLASTIC. J. ALL TRAFFIC STRIPES 8" OR LESS IN WIDTH SHALL BE INSTALLED WITH TWO (2) COATS p SIGN (ON STREET LIGHT OR ON SIGNAL POLE) OF PAINT. THE SECOND COAT OF PAINT SHALL BE APPLIED BETWEEN 7 AND 14 DAYS AFTER THE FIRST COAT. * STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD 816 K. DOUBLE YELLOW STRIPES SHALL HAVE A 3 INCH PAINTED BLACK LINE SEPARATING • CLASS I TYPE F DELINEATOR YELLOW LINES. L• RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR — CHANGE IN CALTRANS STRIPING DETAIL NUMBER IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE PLANS. INSTALLATION SHALL HOLLAND ROAD BE COMPLETED WITHIN SEVEN (7) WORKING DAYS OF ROADWAY STRIPING AS DIRECTED BY THE RESIDENT ENGINEER. _ M. ALL WARNING AND REGULATORY SIGNS SHALL BE HIGH INTENSITY GRADE REFLECTIVE. DETAIL ".A" GUIDE SIGNS SHALL BE SUPER ENGINEERING GRADE REFLECTIVE. ALL SIGNS SHALL BE X- WALK DETAIL CALTRANS QUALITY STANDARDS WITH GRAFFITI RESISTANT OVERLAY. SHEET PD-2 N. PRIOR TO INSTALLATION, NEW SIGNS SHALL BE APPROVED BY THE COUNTY, EXACT R4-7, TYPE N (CA) (YELLOW) LOCATION OF SIGN SHALL BE DETERMINED BY THE COUNTY. 1 12" WHITE 0• ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. WITHIN THE UNLESS INDEX MAP NOTED E " " 10' SCALE: 1 = 500 COUNTY OF RIVERSIDE, SIGNS SHALL BE INSTALLED ON 4 X 4 WOOD POSTS WITH OTHERWISE ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON THE PLAN. � : S P. SEE CALTRANS STANDARD PLANS ES-1A AND ES-1B FOR SYMBOL AND ABBREVIATION LEGENDS. Q. THERMOPLASTIC CROSSWALKS SHALL HAVE 10 FEET BETWEEN 12 INCH WHITE STRIPES 'o A 0 o UNLESS SHOWN OTHERWISE. Q 1 > R. TURN ARROWS SHALL BE LOCATED AS SHOWN ON THE PLANS UNLESS OTHERWISE RAISED MEDIAN (TYP) a/2 DIRECTED BY THE ENGINEER. 0 w _ i O O I 0 DIGALLERTco Q 1-400-227-26W (if AT LEANT TM DAY8 BEFORE YOU OIO SUMMAUMOF SOUTHM CAROM PDml NOTE: SEAL—COUNTY COUNTY OF RIVERSIDECL Q WORK CONTAINED WITHIN THESE PLANS �� PLANNING ■ aEsioN ■ CONSTRUCTION BENCHMARK. DATE: 1970 ELEV: 1495.886 (TRACT 330147) SHEET N 0. oFEss1° MS 4M IP IX=19 Q� � TRANSPORTATION DEPARTMENT �E css�� o SHALL NOT COMMENCE UNTIL AN o 0• F �� !� I ENCROACHMENT PERMIT AND/OR A ��`' E` APPROVED BY �1 �. ESpO �! 27555 YNEZ ROAD,SUITE 400 2.7 MILES SOUTH ON MURR I ETA ROAD, FROM THE CATHOLIC CHURCH COUNTY �� RIVERSIDE Q AT SUN CITY, 54 FT NORTHEAST OF POWERPOLE #16193 29 FT EAST c, �+ TEMECULA,CALIFOMA 92591-4679 OF MURRIETA ROAD. AND 2 FT ABOVE THE ROAD 2 FT SOUTHWEST GRADING PERMIT HAS BEEN I SSUEO. y -'" _ �� s o�� ■ ■ ■ - �, No. 45702 THE PRIVATE ENGINEER SIGNING THESE PLANS IS W C 69921 A CONSULTING 951.676.8042■ FAX 951.676.7240 ■ wwwFBF.com OF THE NORTHWEST CORNER OF A 4 FT CHA I N L I NK FENCE, 2 FT SIGNING AND STRIPING PLAN RESPONSIBLE FOR ASSURING THE ACCURACY AND Exp. 12/31/08 '� s'�g'O8 Exp. 09-3�05 WORTH OF A WATER METER, 2 FT SOUTH OF A MARKER POST, SET A o ACCEPTABILTY OF THE DESIGN HEREON. IN THE , . BRASS DISK IN A CONCRETE POST. EVENT OF DISCREPANCIES ARISING AFTER COUNTY ,r ALAN D. FRENCH DATE: TITLE SHEET !' �I Y It �~ R.C.E. 457 2 EXP. 12-31-08 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE 'l �� '�. PREPARED BY: MARK J. ESPOSITO 69921 5 Q ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING F pF h�1E ' O EXP. DATE: -08 OF $HEFTS o DATE: J bkl SCALE: „_ FOR: W.O. COUNTYIR �� _ j AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MARK BY DATE R E V I S I 0 N S �N� RECOMMENDED BY: M. GHAHRAMANI DATE: 1 =40 PARDEE HOMES FILE No.FOR APPROVAL BY THE COUNTY. ENGINEFIt 0 - m SEE BELOW LEFT MATCH LINE STA 11+50 0 d t 7 I 1+ PROP. CURB EXIST. R/W--/ I 12 21' & GUTTER PROP. E/P PROP. R/W HOLLAND ROAD II RL EXIST. R/W R2-1 45IS R3-7(RT) TO STA 69+ 0 22 II t5 O 15 SPACING TYP p R IS W73A(CA) R1-1 RL - "' " �I 12" WHITE PM TYPE IV(RT) TYPE IV(RT) PM + 12 IS W4-7 Q PROP. R/W STA 57+59 II PM STOP 38 300 �i + cc IIIII- JOIN EXISTING I IS R3-7(RT) I EXIST. R/W BEGIN STRIPING - - t5 / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- QW DEUNEA_ 100' 22 r70Q J EXIST. E/P 0.5' _ 14 ,L ,C - W 12 26' 26 , � _ �.1 , W 0 5 (15') 56 57 15' 58 ,�-0 12' 12' - - -63 - - - - - �4 - - - - - - 65 - - - 66 - 12' - - 67 - - Z Q �. 15' 6 @(T) VAR. 15' 15' $ J (37') P � = W 7,23 1 7' I 60 ,r VAR. !111EXIST. E/P 1 ?, 1 V-ST7 EXIST. E/P - W 1 22 Cc AHEAD"ISR1-1 77RP IS W3-1 - � - - R3-7(RT) IS 38100' E XIST. CURB EXIST. R/W EXIST. R/W Rp DETAIL " " iv N 12" WHITE TYPE IV(RT) PM SEE SHEET PD-1 IS PM STOP EXIST. R/W QI EXI TING RAISED EMEDIAN O PM cc 1 "STOP AHEAD" O 50 SPACING IS W3-1 Z V :3e FOR SIGNING AND STRIPING IMPROVEMENT SEE MS 4085-HAUN RD SHEET PD-2 cc RL R2-1 45 W P Q + EXIST. R/W 12 E R1-1 '= 0 _ _ _ _ PROP. R/W �1S , IS SNS HOLL.AND ROAD R1-3 _ + " - - - - - - - - - - - I PM 1STOP WHITE EXIST. R "STOP AHEAD"W3- 0 Q 50 SPACINE 26' 26' 1� EXIST. E/P - W 12 - - (79 - - - 70 12+ — 1 7 14+ 74 75 76 (28') 1--- - --+-- - --+-- - --+-- - i- - i - - -(28' Q W 15' 15' 13' Z 1' 1' T O. EXIST. E/P QJ EXIST. E/P 22 - - - - - - - - - - - - - - - - � - - - - _ /P RP 22 00 EXIST. R/Wj W(� - - - - - - - - - - - 7 c EXIST. R/w 12" WHITE PM N Q Rp STOP RP R 151 RL t FOR SIGNING AND STRIPING IMPROVEMENT R1-3 IS �'�� SEE MS 4085-HAUN RD SHEET PD-2 SCALE: 1"=40' HAUN ROAD 0 0 "STOP AHEAD" PM W3- IS EXIST. R SHERMAN ROAD 22 r O 50 SPACIN � - � W 1, _ _ _ _ 1 _ � 16' PROP. E 16' 1 1 20' Q CL —� - - - - --L- - - - - -� — — � E a 12' .,.. 12' W W Z 21' 21, W= 0 WJ � JN LU (_,� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - = W PROP. R —W----[— > EXIST. R/W� PRge. CUN Z Q GUTTER SIGNING & STRIPING CONSTRUCTION NOTES: o Tp aE EXISTING TO REMAIN. RL RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED. o S REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED. DIO� EjkwRJ T RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING AND MARKINGS AS NOTED, INCLUDING 101 RAISED PAVEMENT MARKERS. SIGNING & STRIPING NOTES: FURNISH AND INSTALL SIGNS) AND 4X4 WOOD POST WITH ANCHOR BLOCKD�AL1�Oi.1.Pl� (IF APPLICABLE) O INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION 14 -�� 1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION OF RAISED PAVEMENT MARKERS. Of W NOTES, LEGENDS, AND DETAILS, SEE SHEET PD-1. 40 0 40 80 120 AT LEAST flM0 DAYS PM INSTALL THERMOPLASTIC PAVEMENT MARKING OR ARROW AS NOTED. a SEPOFNE YOU 08 LEGENDS SHALL HAVE 50FT SPACE TO NEXT LEGEND UNLESS GRAPHIC SCALE NOTED OTHERWISE. PD02 0 1�E615101AD IlElYICE AM OF 9011 l CAIJUM SEAL-OWNTY SM-ENGNM PLANNING ■ DESIGN ■ CONSTRUCTION Z NOTE: COUNTY of RIVERSIDE BENCHMARK: DATE: 1970 ELEV: 1495.886 TRACT .3.3647) SHEET NO. Q WORK CONTAINED WITHIN THESE PLANS p4 E�Ff#fll T'RANS�POF�TATION DEPARTMENT F Eit! i = SHALL NOT COMMENCE UNTIL AN D. ��,� I� MS 4M IP MM19 0 ENCROACHMENT PERMIT AND/OR A �``' �^ APPROVED BY �1 �.ESPo l 2.7 MILES SOUTH ON MURR I ETA ROAD, FROM THE CATHOLIC CHURCH o �, y 275W YNEZ ROAD,SUITE 400 AT SUN CITY, 54 FT NORTHEAST OF POWERPOLE #16193, 29 FT EAST COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. No. 45702 o TEMECULA,CALIFORNIA 92591-4679 OF MURR I ETA ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST SIGNING THE PRIVATE ENGINEER SIGNING THESE PLANS IS ^' •- C 69921 CONSULTING 951.676.8o42■ FAX 951.676724o ■ www.RBF.com OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK FENCE 2 FT AND STRIPING PLAN RESPONSIBLE FOR ASSURING THE ACCURACY AND Exp. 12/31/08 .QS 09-30-06 NORTH OF A WATER METER, 2 FT SOUTH OF A MARKER POST, SET A HOLLAND ROAD o ACCEPTAB I LTY OF THE DESIGN HEREON. IN THE ALANBRASS DISK IN A CONCRETE POST. STA 55+00 TO 77+00 EVENT OF DISCREPANCIES ARISING AFTER COUNTY sl �100 R.C.E 0. FRENCH DATE:R.C.E. 45702 ExP. 12-31- PREPARED 8Y: MARK J. ESP05IT0 69921 SHERMAN ROAD APPROVAL OR DURING CONSTRUCTION, THE PRIVATE t ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING '£ OF CR�IE �a►� • ��!�OB EXP. GATE: 09- -08 STA 6+00 TO 24+50 4F 5 SHEETS Q AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MAW BY DATE Af'PR. DATECOUN FOR APPROVAL BY THE COUNTY. E WEER R E V I S 1 0 N S COUNTY RECOMMENDED BY: KE M. GHAHRAMANI DATE: pq�; 1 D SCALE: 1"=40' f°R` PARDEE HOMES w Fl N0. 9 4si 0 +: STA EXIST. "N S IPING CLEARY STREET 0 0 LA PIEDRA ROAD — E +~ 22 + (36s) Q LL J (32-) EXIST. R/W co)J B 32' UJO (32') 30 32" vW LA PIEDRA ROAD E22LU EXIST. R/W W1-7 cc VVTYPE N(CA) 22 IS -2 is w9_1 0 W1-7 (YELLOW)T-K 0 22 (YELLOW) Is IS R4-1 JPM TYPE VI(LT) PM TYPE VI(LT) 12 Ila 0 (YELLO PR". RB PROP. R/W PM TYPE M(LT) + EXIST. R/W PROP. R/W PROP. CURB WWI= + EXIST. R/W TTER& c%L x uj , floe uj cc 1 31' ? 19 19, 0 > UJ 0 0 11 1 1 4 12" — — — -1 1 7 18 19 12 Lu 12' j oz OUMPENN 12' 12' 2 14' P PROP, - 15' - - -- IT, Mui x IS TYPE F DELINEATOR UA or. — -- - — —-- --- - - ---- -- - - 24' PROP. E/P it PR PROP. E/P 13' T 30 4c 'PROP. E/ E go �l 0 -- 1 15' PROP. E/�-J Lu — EXIST. R/W-/ - - - - - _ - i-� EXIST. R/W T P Al-EAD"Sp *STOP AH PM EXIST. R/Wj SNS E 2 EXIST. R/W Is W3 1 [o 50 SPACING STERN DRIVE SIGNING & STRIPING CONSTRUCTION NOTES* SHERMAN ROAD FE] EXISTING TO REMAIN. SEE SHEET PD-4 MATCH LINE STA 38+00 IS FURNISH AND INSTALL SIGN(S) AND 4X4 WOOD POST WITH ANCHOR BLOCK (IF APPLICABLE) I PROP. CURB EXIST. R/W I I I & UU i I ILK INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION STA 37+72 OF RAISED PAVEMENT MARKERS. R3-7(RT) Is rt22 PM BEG 180 TRANS. INSTALL THERMOPLASTIC PAVEMENT MARKING OR ARROW AS NOTED. PROP. R/W---1 0' + PROP. R/W NOTED LEGENDS SHALL HAVE SOFT SPACE TO NEXT LEGEND UNLESS - OTHERWSE. TYPE IV(RT) PM EXIST. R/W LA PIEDRA ROAD -* 104' -OD 1 0 SIGNALIZED INTERSECTION PRge. CURB v- P WHI TE (TYP) & Gt ITTER SEE X-WALK DETAIL PM *STOP AHEAD" 100`(�3�8 - SHEET PD-01 12 0 50 SPACING 22 0 In Rl-1 Is IS W3-1 STA 31+36 22 Is OP. cu 0 + "STOP" B BEGIN 455' TRANS. + Tm PM ns 4" WHITE(l 00-) TTER PROP. R/W TYPE NAI(LT PM cq I Tr) EXIST. R/W 0 10' jjll��Jl ui *STOP AH . CURB 050 SPACING m * T 19, PM T1T'P� 2V 20' cc VAR cc 3: 12.1 12' 121 0 10 Luuj 23 24 25 2.6 27 29 3.0 31 ? f4 uJj 12' 12' ' - i - — VAR 22' zuj 200 =cc 20' 2V V 6UJPROP. E/P W UJ 12* Vllllll��llll PIA -1 Is Q do -S Rl- PROP. R-/ EXIST.�T.�R -t Is 1-1 IS W4-7 Fj;j RI PROP. R/W RT) 38 200' EXIST. R/W - PM TYPE IV(RT) • W73A(CA) IMP D 12m 1 PM t PROP. R/W IS W73A(CA) �" ) to W3-3 IS R3-7(RI) E lo 1�l �� 0. & TOP EXIST. R/W PIEDRA ROAD ISTA 31+92 �-D 0 STA 35+91 BEGIN 200' TRANS. STA 33+92 4 ENE) 200, TRANS. o END 455' ANS. FOR SIGNING AND STRIPING IMPROVEMENT PRgf. CURB PROP. E/P-) GUTTE:R + SEE MS 4085-HAUN RD SHEET PD-3 1g) PIA TYPE VII(I T) 40 io C4 0 x 22 C4 :ANS, ry I(LT) STA 34+81 b < ft�lk TRANS. > 7 g=A2 z Illm E - Of t Li UA co 17' -1 0 p < MATCH LINE STA 34+50 ui 12' 3 .7 SEE SHEET PD-4 19, of (TYP ' .DIG .-#ERT UJ x 16 0 v \\Jl v z DUL TOLL SIGNING & STRIPING NOTES: cuo I I'�- < (RT IS 1-400-227-26W 1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION 4 f Ld 40 0 40 80 120 2: NOTES, LEGENDS, AND DETAILS, SEE SHEET PD-1. PM TYPE IV(RT) 0 04 Ir- T- > AT LFAW M DAYS 12n WHI PM BEFONE V= = I GRAPHIC SCALE IBM AU3ff OF 80U�CMFOW AU ROA PD-3 SEAL-OWNTY SEAL-MOINM PLANNING ■E DESIGN ■0 CONSTRUCTION CI- NOTE: COUNTY OF RIVERSIDE 0 13ENCHMARK: DATE: 1970 ELEV- 1495.886 (TRACT .3W47) SHEET NO < WORK CONTAINED WITHIN THE VESSIn SE PLANS . SHALL NOT COMMENCE UNTIL AN TRANSPORTATION MPARTWNT MESS kG 40®6 IP# 060019 S.ES 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE CATHOLIC CHURCH ENCROACHMENT PERMIT AND/OR A PPROVED BY 27-55 YNEZ ROAD,SUITE 400 AT SUN CITY, 54 FT NORTHEAST OF POWERPOLE #16193, 29 FT EAST COUNTY OF RIVERSIDE < GRADING PERMIT HAS BEEN ISSUED. 0 TEMECULA,CALFOPMA 92591-4679 OF MURRIETA ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST 1-1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 45702 'r' SIGNING AND STRIPING PLAN a;4,4)a C 69921 :9 CONSULTING 9SL676.8042a FAX951.676.7240 a wwwFiSF.com OF THE NORTHWEST CORNER OF A 4 FT CHA I N L I NK FENCE, 2 FT RESPONSIBLE FOR ASSURING THE ACCURACY AND Exp. 12/31/081� O9-3D-DB NORTH OF A WATER METER, 2 FT SOUTH OF A MARKER POST, SET A LA PIEDRA ROAD ACCEPTABILTY OF THE DESIGN HEREON. IN THE 49 BRASS DISK IN A CONCRETE POST. STA 7+00 TO 36+50 EVENT OF DISCREPANCIES ARISING AFTER COUNTY ALAN D. FRENCH DATE: APPROVAL OR DURING CONSTRUCTION, THE PRIVATE civiv R.C.E. 4 02 EXP. 12-3�1-1 1 PREPARED BY. MARK J. ESPOSITO 69921 < ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING r ckv OF--��-SHEETS Exp. DATE 08 < AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MARK I BY I DATE I APPR.I Imml DATE: SCALE: FOR: -0- FOR APPROVAL BY THE COUNTY. ENGINEER R E V I S 1 0 N S I C0UNTY RECOMMENDED BY: MIKE M. GHAHRAMANI DATE: 1"=40' PARDEE HOMES w RML ENNTOY. SHERMAN ROAD 0 I ♦ 22 I i _ i 1 \ STA 33+01 I r _ -- _ i EXIST. R/W \ 180TRANS. + NN - - - - - -T — - - - - - - - - - - - - - - - - — '_ / - - - - � - - - - PROP. E/P 101 W N 12' 12' _ _ W 10LIJ Z 21' 21' ' W = zto W = - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - W WV - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -7aTOP-AHEAD- W3-1 - - - - - - = W F" EXIST. R/W_j PROP. R/W (�N IS 0 SPACING Q SIGNING & STRIPING CONSTRUCTION NOTES: IS FURNISH AND INSTALL SIGN(S) AND 4X4 WOOD POST WITH ANCHOR BLOCK (IF APPLICABLE) o WI-4(LT) IS + INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION PROP. R/W ow) OF RAISED PAVEMENT MARKERS. PM R INSTALL THERMOPLASTIC PAVEMENT MARKING OR ARROW AS NOTED. LEGENDS SHALL HAVE 50FT SPACE TO NEXT LEGEND UNLESS NOTED OTHERWISE. 49�--'' 50 22 co W 48 22' Z= c = W _ � 2 VW SHERMAN ROAD / 6 _ _ ---" PROP. Raw W1-4(RT) IS �• ,--� gat "STOP AHEAD" O 50 SPACING PM IS W3-1 22 �► 45 22 23 PR!QP, CURB & GUTTER ♦' EXIST. R/W PROP. R/W AA EXIST. R/W F - _ _ - �� - aQ �— 42 L~ 39 � 40 41 Z CL W W = - - - - - - - - — — — — — _ _ _ Cc � - - - - - PROP. R/ - - - - - - - - - - - - - - - - - - - - - - - - - I- EXIST. R/W STA 39+52 EXIST. R/V --- ~� o 11 a END 1801 TRANS. IS W1-4(LT) 0) 0 Q Q z c� 3 0 w I O I DIG AAL CIO SCALE:E: 1"—dn' SIGNING & STRIPING NOTES: z Q 11. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION -�-�� NOTES, LEGENDS, AND DETAILS, SEE SHEET PD-1. 40 0 40 80 120 1-1 AT LEAffiT T= DAYS BEFOG YW DIO GRAPHIC SCALE PD=4 o t IOIA0 59M TIDY OF•OUINM CKFOMA 3 NOTE: SE"`-COUNTY COUNTY OF RIVERSIDE SEA--ENQINEER PLANNING ■ DESIGN ■ CONSTRUCTION Z WORK CONTAINED WITHIN THESE PLANS QVp f ES S1 p� �` TA� �� BENCHMARK: DATE: 1970 ELEV: 1495.886 (TRACT �'E7) SHEET NO. j SHALL NOT COMMENCE: UNTIL AN F �� f E!ll�� ms 4086 I P �60019 0 ENCROACHMENT PERMIT AND/OR A �``' �" APPROVED BY �1 �. ES '�! 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE CATHOLIC CHURCH o s% 27555 YNEZ ROAD'SUITE 400 AT SUN CITY, 54 FT NORTHEAST OF POWERPOLE #16193, 29 FT EAST COU NW OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. No. 45702 = o r TEMECULA,CALIFOI�IIA 92591-4679 OF MURRIETA ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST SIGNING AND STRIPING P r THE PRIVATE ENGINEER SIGNING THESE PLANS IS A "� � C 59921 � CONSULTING 951.676.8042• FAX 951.676.7240 ■ www.RBF.com OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK FENCE 2 FT LAN RESPONSIBLE FOR ASSURING THE ACCURACY AND Exp. 12/31/08 '� J�wrSw 08 . 09-30-06 ,; NORTH OF A WATER METER, 2 FT SOUTH OF A MARKER POST, SET A SHERMAN ROAD o ACCEPTABILTY OF THE DESIGN HEREON. IN THE �c EVENT OF DISCREPANCIES ARISING AFTER COUNTY ,ff �, ,` �� ALAN D. FRENCH DATE; LASS DISK IN A CONCRETE POST. STA 24+gp T® 3q+5p APPROVAL OR DURING CONSTRUCTION, THE PRIVATE '� O�� R.C.E. 457 2 EXP. 12- 1- 8 ,�� PREPARED BY. MARK J. ESPOSITO 69921 STA 38+00 TO 50+50 5 Q ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING F p F C k�1� _ EXP. DATE: -30-08 OF SHEETS a AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MARK BY DATE APPR. DATE J51I DATE: 12 p SCALE: »_ FOR: W.O. COUNTY FOR APPROVAL BY THE COUNTY. p�IN�t R E V I S I 0 N S COUNTY RECOMMENDED BY: E M. GHAHRAMANI DATE: 1 -40 PARDEE HOMES FILE NO. • SCALE: 1"=40' 0 �0 o _ PROP. R/W SIGNING & STRIPING CONSTRUCTION NOTES: - - PROP. R aE EXISTING TO REMAIN. W W 22' 1 �� IS FURNISH AND INSTALL SIGN(S) AND 4X4 WOOD POST WITH ANCHOR BLOCK (IF APPLICABLE) O =Z 22' 52 � � 22 0) SHERMAN ROAD INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. W WV= - - S3 PM INSTALL THERMOPLASTIC PAVEMENT MARKING OR ARROW AS NOTED. co - �„`_ ` LEGENDS SHALL HAVE 50FT SPACE TO NEXT LEGEND UNLESS filma - � _ � ` NOTED OTHERWISE. OSIGNALIZED INTERSECTION SS ` rSIGNAL AHEAD" SPACING EXIST. R/W & GUTTER - - - - - - - - - - - - - PROP. R/W S6 PROP. R/W 0 STA 58+65 + w BEGIN 270wTTRANS. 22 LV WI-4(RT) IS 29 PR P. TYPE IV(LT) PM S� — - _ Z 58 0 22' � - - - - - - - - - - - - - - - - ` ` 59 - 60 VAR 16' 61 Lu EXIST. R/W W3-3 IS 12 17 16' J � _ "ENIDA DE CORTEZ PROP. R ~ v �► a �:T E — — — — PRQE. WRBSTA 61+35 150' 38 do GUTTER END 270 TRANS. I i I w I Q NEWPORT ROAD U N '+ ! 16' 1 16'' ` -F(" SIGNING AND STRIPING IMPROVEMENT SEE MS 4087 SHEET PD-2 _J / LJ=fi - + - -- 22' 22'Qo — 12 — — I 12' ' 12 9 0 �2 E a I — _-14' — — — 2' 12CD - - - - -22' - - N O Q > z ° 16' 12' 16' o dcR I1 R CURB c U LI o EXIST. R/W PROP. R/W o I I 38 50' a DIG ERT 00001 MALT=FM SIGNING & STRIPING NOTES. EXIST. R PM TYPE IV(LT) M. 1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION MATCH LINE STA 62+00Lu 1 -�_-�� NOTES, LEGENDS, AND DETAILS, SEE SHEET PD-1. SEE ABOVE RIGHTcn 40 0 40 80 120 o Asoccm T YOU SHERMAN ROAD GRAPHIC SCALE / PDm5 IFM AMOF XXMM CRAM NOTE. SEAL-0 "TM COUNTY OF RIVERSDE W-"L-Et° PLANNING ■ DESIGN ■ CONSTRUCTION BENCHMARK: DATE: 1970 ELEV: 1495.886 (TRACT 33647) SHEET 'N0. WORK CONTAINED WITHIN THESE PLANS Q�,pf ES S log' TRANSPIMAMON DEPARTMENT % F SHALL NOT COMMENCE UNTIL AN E!!J MS 4086 I P', 060019 0 0• 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE CATHOLIC CHURCH ENCROACHMENT PERMIT AND/OR A ��`' ` ��k,_ f� PPRONEO 8Y �.��1 ESpos �� 27555 YNez ROAD, 8UrrE 400 AT SUN CITY, 54 FT NORTHEAST OF POWERPOLE #16193, 29 FT EAST COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. ��, o r TEMECULA,CALIFOF NA 925M-4679 OF WM IETA ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST SIGNING AND STRIPING PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 45702 C 69921 '� C 0 N S U LT I N G 951.676.8042■ FAX 951.676.7240 ■ www.FBF.com OF TIE NORTHWEST CORNER OF A 4 FT CHA I N L I NK FENCE, 2 FT RESPONSIBLE FOR ASSURING THE ACCURACY AND Exp. 12/31/O8 ��$��8 . 09-30-05 NTH OF A WATER METER, 2 FT SOUTH OF A MARKER POST, SETA $MERMAN ROAD ACCEPTAB I LTY OF THE DESIGN HEREON. IN THE BRASS DISK IN A CONCRETE POST. STA 24+5O TO 65+00 EVENT OF DISCREPANCIES ARISING AFTER COUNTY ,rf 1 `` �� ALAN D. FRENCH DATE: �� R.C.E. 457 EXP. t2-3t-08 ,� PREPARED BY: MARK J. ESPOSITO 69921 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE lF 0 `Los EXP. DATE: 9-30-08 OF SHEETS o ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING of CAL1EC a AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS YAfWC BY DATE AM. DATE SCALE: FOR: W.O. COUNTY FOR APPROVAL BY THE COUNTY. EPI�lNEER R E V I S I O N S STY RECOMMENDED 8Y: MI E M. GHAHRAMANI DATE: DATE: C 1 =40 PARDEE HOMES FILE No. i _I 00 / O + X — J ` J `� , J O 0) L,J f CD - .- o �J O O V) o J J + X — - _ _ _ — - --- 0 -PROP. R~W- — -_ - - __ - a+o ±7+00 ~ 8 — -� _- - - - - - N LL1 TRACT 0 ' Q --- 9 1 1 1 0 + 12 13 14 15 16 BOUNDARY 17 18 19 20 J 7_1 =-- - - - - - - - - - - - - - - - - - - - -- - - -- - I= / W Q � JJ1JJ JJ Ex. R/w- r- _ - - - - - - - - - - - _ _ '� cn --r-- J ;,' -� 1� J _ UJ J �J 1 JJ JJ r + o 00 m z o w LA PIED ROAD Qf o �LLJ� ^ �, - ,- o �D-LLJ �- O U O � �O W= d' + Qo + � + �O � �O �� o F- w LL_m C° �m Cp �>- N LI_m �i SHERMAN ROAD MS 4086 IP 060019 CD I _ J I i I = 0 c� 0) V) I �� I J J O � 0 0 I o o � oU \ O (.0 o i ono . '�' 6 (� --(� �'(� (� f�' o cn (0 C NOf � � JJ J �J JJ o + o O O �✓ _ + — - - - - , PROP. R/W,� � N — - - cvCL - - N7W CD ---- - - l X R/W— ---- - - - - - - - - - - - - _ - - - - - - _ 23+24.98� — - --- -- -- - - - �.__ Q A -` Q _ o �j - � O — -- 22 23 +22.79 SHERMAN ROAD M - --—— __ — W H 1 24 25 26 0 27 28 29 30 31 (n 32 T— 33 bi 1 m QI ----___-- - _�___ N _ LA DRA ROAD r ==-==____==__ —__-_-� ,� Qg �, o Will Ld _ y Z W W — — — I — — L J \ ` - PROP. R/W- - - - - - - - - - - - - - - -_ __ - - = Q I N � � o � PARCEL J J m � cn oc o � o to I +00 o Ln + 0 scco0- Nn Na_ HAUN ROAD SH. 1 OF 2 MS 4085 IP 060018 McCALL BLVD 1 3�, 8 , , GENMAL NOTES 59 ' 59 1 . ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND 0 360 J J J ,� 1 18 SPECIFICATIONS , COUNTY ORDINANCE NO . 461 AND SUBSEQUENT AMENDMENTS. O 2 . IT SHALL BE THE RESPONSIBILTY OF THE DEVELOPER OR CONTRACTOR TO APPLY N 00 - FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE COUNTY 'S o EX, R/W- RIGHT-OF-WAY . N �GN A�I Z D I TE I NEWPORT ROD ROP. R 1P R I # IP 0600 �� 3 . THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 SEE SHE T fS-2 J�� ._� l AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION . THE CONTRACTOR ACCEPTS ALL PROJECT o � — A RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES , w SITE Q 35 36 ! J Ld +00 4 . THIS PROJECT I S WITHIN 30 MILES FROM PALOMAR OBSERVATORY N HOLLAND ROAD 0 0 0 0 o (n N _ 36+50.04 LA PIEDRA 5 . SCE SERVICE PLANNER WORK ORDER NUMBER & & o m 00 =36+16.93 HAUN ROAD Q p LWi 0 Ln w _ _ . = ROP. R/ � ' � � ---- _-__- ------- AND QUANTITIES � � Z Z Z — — — — — — — — — - Q � W `� m Ld �, EX. R/W INSTALL 120 VOLT , S5 WATT L . P .S. V . ep LUMEN -- 1% EA CD J , f STREET LIGHT PER COUNTY OF RIVERSIDE TD. '1000 _ �RAC Q SCOTr ROAD w I I BOUN ARY EXISTING STREET LIGHTS Q � PAR EL �� i � 50 0 50 100 150 i � I FUTURE STREET LIGHTS BY OTHERSLu o V1�C --- Lin + I N5TALL 120 YOLT, 135 WATT L.P. S.V. 21,500 LUMEN -- 12 EA GRAPH I C SCALE SECTION 3 TOWNSHIP 6 SOUTH RANGE 3 WEST i- STREET LIGHT PER COUNTY OF RIVERSIDE E C R RSIDE TO. 1001 NOT TO SCALE J / / REVISED PROP. LGT. TYPE MO ST . tool EAL-COUNTY SEAL-ENGINEER PLANNING ■ DESIGN ■ CONSTRUCTION BENCHMARK: SHEET NO. a NOTE: COUNTY of RIVERSIDE DATE: 1970 ELEV: 1495.886 MS 40M I P 060019 WORK CONTAINED WITHIN THESE PLANS I R$f 1/07 ALONG LA PIEDRA t HOLLAND ROADS q� J SHALL NOT COMMENCE UNTIL AN Q�pFESSIO* TRANSPMA ��E SI 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE COUNTY OF RIVERSIDE o ENCROACHMENT PERMIT AND/OR A o p• F APPROVED BY �� j� 40:�o couNTY cR o , suITE 10o CATHOLIC CHURCH AT SUN CITY 54 FT NORTHEAST GRADING PERMIT HAS BEEN ISSUED. y `� TI=MEcuLA, CAL FORMA 92w-467s3y j 7; SCHEDULE �' r _ Z OF POWERPOLE #16193, 29 FT EAST OF MURRIETA ROAD. PM 1 � THE PRIVATE ENGINEER SIGNING THESE PLANS IS ti Q No•69395 "' AND 2 FT ABOVE THE ROAD 2 FT SOUTHWEST OF THE STREET LIGHT PLAN RESPONSIBLE FOR ASSURING THE ACCURACY AND ; No. 45702 1 �� W Exp.fits CONSULTING 951.676.8042■ FAX 951.676.7240 ■ www.RBF.com o ACCEPTABILTY OF THE DESIGN HEREON. IN THE � Exp. 12/31/08 * * NORTHWEST CORNER OF A 4 FT CHAIN LINK FENCE, 2 FT CUP 03475, FTA 2005-24 EVENT OF DISCREPANCIES ARISING AFTER COUNTY ALAN D. FRENCH DAT - NORTH OF A WATER METER, 2 FT SOUTH OF A MARKER i APPROVAL OR DURING CONSTRUCTION, THE PRIVATE sf c�y�� ,� CIv1�. a�� PREPARED BY: ANTHONY M. COTTS 69395 LA PIEDRA ROAD OF__A_SHEETS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING tE. Ep�� / I D D pFFO� EXP DATE: 3-31 -08 POST, SET A BRASS DISK IN A CONCRETE POST. Q AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MAW BY DATE APPR. OATS ' Df ��\ .L.Jc,.R-,.�,.� 7-z s 7 DATE: zo O� SCALE: 1 ,�_ s FOR: w.0. COUNTY j FOR APPROVAL BY THE COUNTY. ENGINEER R E V I S 1 0 N S COUNTY RECOMMENDED DATE: �_-' -• H: V: NIA PARDEE HOMES FILE No. q1.9 .. 0 060 1 2J J2J J i F_:v) I j Q SEE SHT. 4 13+84.00 0 V)w r, r r r o �� O O r, r~ FUTURE ST. LIGHT . , (� C' ofF 0 J J -� 1 �J - J 2 J r o w� O )I :0JJ �J J � J BY OTHERS �J � J J � � + �� JJ �J J J � o'�- O �� i� . ✓"�"ice^ / ,n - - � �c __ - -vim i CO �}' + F- 0 — — — — -R/III LL � - i N LLJ — --- = -__- _= - - - - - -- — -- ---- -__,-- __ LEI- _ 1 9 20 21 2 ¢ _ BOUNDARY _j Ld Ln 7/ - - - - - - - - - - R0P. R - I m / - E - bJ II f J SHERMAN ROAD _ J II S E HT J Pr RJr _::j JJJJJ "1 = II o � O U) PARJr I I "1 � III <'I ! I + ry n � + o lid I n N a- ;I HOLLAND ROAD SH. 4 OF 4 IP 060019 J60 — 1 JJJJ20 360 - "1 JJJJ "1 6 � 60 - 100JJ26 _ 0 J J = U) C� p (n � J O LJ , 00 V)LLJ Ld L f Lo CD + �� J 1 J J J fir.-a s' O J; 1 J J - Lv z O _ L \ _ , -- --- ---------- O - - - - - - - - - - - - - - - - - - - ----- T-_ -_-� - - - - - - .___ _ - -- -__ -- - __ __ _ _ -- _ - ---- -.__---- _.__ --_. -- - _ - - LLJ `ae— , 8——— �-1--- -- -- - 33 — 3 — ¢ CD N N TRACT P— 03 Q _ BOUNDARY V) J > ~ - - - - - - - --� - - PROP. R/ - - m O � Q I J J �J "1 1 JJ J SHERMAN ROAD ; Z w w z o P-rl\- R 11 J o � J J � C/) _j n n 4 U' 0 V) J J J — 1 1 J -J J 1 U v Nn 00af + o P�� rr I J ¢ CV a- N r� C� LA PIEDRA ROAD SH. 1 OF 4 IP 060019 III I I 0 f -' 43+76.86 o I I JJJJJJJJ�� HT� PROP. ST. LI � II J CV o SEE SHT. 1 d' III P�� r �� + lO o N = Ln — --- —� 44 � / I PROP. R/W — — — — — — — — — — — — NJ I� T RAC T-L _ I� _ �� rn Q 42 _ Q A 3� 137 38 N 39 40 41 _ �� Q CD ¢ ^ - — _ LLJ I CN 11 rn + c. o J) N —PROP. R/W` --- - —---- - -— -- --- O r- w — — O — — — — EX. R/W — --_— ----- ----- ---- _ — r — - --- — — - - I � Ljjro w � ( V r� 6 0 �- �>�- ��- �- SHERMAN ROAD J �� . V) --Na: � � � � J J �J JJ � Co w v 0 PAR(I I �; � c I- z + O + O 50 0 50 100 150 i I\ � � � Ld o W o I �'7 C� GRAPHIC SCALE I ( I J NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER PLANNING ■ DESIGN ■ CONSTRUCTION MS 40M IP 060019 z WORK CONTAINED WITHIN THESE PLANS BENCHMARK: SHEET N0. SHALL NOT COMMENCE UNTIL AN Q�OF E S S 1py' TRANSPORTATION DEPARTMENT �QR°F� � COUNTY OF RIVERSIDE o ENCROACHMENT PERMIT AND/OR A ��o D. F APPROVED BY �4� �r 40M COUNTY CENTER DWE, SUITE 100 PM jet�s SCHEDULE "�" GRADING PERMIT HAS BEEN ISSUED. �4, a Z TEMECULA, CAUFORNIA 92591-4679 SEE SHEET 1 2 no THE PRIVATE ENGINEER SIGNING THESE PLANS IS y No.69395 �^ STREET LIGHT PLAN RESPONSIBLE FOR ASSURING THE ACCURACY AND ; No. 45702 A ��t 00 7P cc Exp.s/3M � CONSULTING 951.676.8042■ FAX 951.676.7240 www.RBF.com o ACCEPTABILTY OF THE DESIGN HEREON. IN THE Exp. 12/31/08 r * CUP 03475 FTA 2005-24 EVENT OF DISCREPANCIES ARISING AFTER COUNTY ALAN D. FRENCH DATE: APPROVAL OR DURING CONSTRUCTION, THE PRIVATE fl �� , `� � �q CIV►� ��' PREPARED BY: ANTHONY M. COTTS SHERMAN ROAD 01= 4 SHEETS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING 'lf. E�� -. C./ 7-L S - O OF GU�� E X . DATE: 3-31 -08 Q AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS WORK 8Y DATE WM. DATE Of C��\ SCALE: FOR: W.O. COUNTY i FOR APPROVAL BY THE COUNTY. ENGINEER R E V I S I O N S ten, RECOMMENDED DATE: DATE: H: 1 -' V: {A PARDEE HOMES FILE No. McCALL BLVD = J � 60 - 080 -00 co j) r /\\ ca + �-�R�P' R W �r J 2 _ Ln - � �� NEWPORT ROAD 48 f----49 50 - —+— _ N - \ , ` PROJECT o -+ �- --- _ S I TE Q o �- cv _ 52 ROLL ND D o¢ 4-7 _N -� o CD - _ W z `� -� � _ � � �J �J �J —� JJ � U10 c� PA R r r J � 0 r r J SCOTT ROAD rn ° PAR) I J J � ��/ - - - - - - - - - - - - EXIT. R,Lw_ - - � v' Q =� VICINITY MAP / + o SECTION 3 TOWNSHIP 6 SOUTH RANGE 3 WEST 1J o i 04 Of �V NOT TO SCALE c3� F a_ O In o' O 00 � 00. 00 Y) L . � + Z �c/ ss Q CD s o �JJJ �JJJJ 1x�sT—R I 6 \ PARCEL I 00 y - Ln — PROP. R Vt_ ---- - - w - ——— o o - - N - - 5�9_= _ 60 _ _ 61 �X W - 62 - - _ 63 ~ 0 6�+69 . 85 0 co E \ a _ L 3: a- ao -PROP. R/ — — — `Z I Q S G�I�LIZ�Q INTERSEC� N o + o J J Jr' J J CD PER IP# 060020 ' N cD \ c) J .67' Z P�11�rr J OH � ,: Ln 0- lij O C� 1 z Lf) o c0 a_ Cfl 00 co CD o 0') o 00 C0 ~ Cn � 00 I I LO SHERMAN ROAD SCALE: 1"=50' CD w w 50 0 50 100 150 i 6im� w 0 GRAPHIC SCALE i Q SEAL—COUNTY SEAL—ENGINEER Q NOTE' COUNTY OF RIVERSIDE PLANNING DESIGN CONSTRUCTION MS 40W IP 060019 WORK CONTAINED WITHIN THESE PLANS ga ESS/ BENCHMARK: SHEET NO. j SHALL NOT COMMENCE UNTIL AN N' T MSPMATM DEPARTMENT Q M COUNTY OF F�IVERSI DE o ENCROACHMENT PERMIT AND/OR A �o Q��pE S�/U APPROVED BY �� 40M COUNTY CENTER DRIVE, SUITE 100 GRADING PERMIT HAS BEEN ISSUED. �4� �"a, TEMECULA, CALIFORNIA 92591-4679 SEE SHEET 1 FM 94975 SCHEDULE 3 00 THE PRIVATE ENGINEER SIGNING THESE PLANS IS y NO�69/�3�9�5 r^ STREET LIGHT P L A N RESPONSIBLE FOR ASSURING THE ACCURACY AND No. 45702 1 2 �O7 cc Exp. CONSULTING 951.676.8042 FAX 951.676.7240 www.RBF.com1?OF THE DESIGN HEREON. IN THE c Exp. 12/31/08 * * CUP 03475 FTA 2005-24 EVENT OF DISCREPANCIES ARISING AFTER COUNTY ALAN D. FRENCH DATE: ' APPROVAL OR DURING CONSTRUCTION, THE PRIVATE sl C� ��, ti� � q ClVll a�� PREPARED BY: ANTHONY M. COTTS 6 339b SHERMAN ROAD OF 4 SHEETS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING �tf' U `1�0�� -- 4J ! `.Z.�� 7 �OFCNJ�� EX . DATE: 3-31 -08 SCALE: _ o AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MAW BY DATE APR. DATE F C A DATE: 20 01` 1 "_E. '�� FOR: p A R D E E HOMES W O COUNTY • � FOR APPROVAL BY THE COUNTY. o�tNmR REVISIONSrY RECOMMENDED DATE: H: v: _ HAUN ROAD SHERMAN ROAD SH. 1 OF 2 SH. 2 OF 4 MS 4085 IP 060019 IP 060018 CD c� c� i >� O r) r) r 0 � ( C � � Ip CD oU) � 6J — "1 �J �JJ � o � �I 1 I d 00 r 1 CV 1 � hof + o + o �r��`r I 1 + o + �- o z In � 00 It w�r � � � � � iO - - - - — - - - - - - .CROP. RAW _ _ cow - - - - - - - - � - - — com o ��' - - - - - - - - - X. R/ N - - - - - - �� Alt j 60 61 62 63 64 0 65 BOUNDARY 66 67 68 69 70 1 71 7 O 59+00.00 HOLLAND ROAD _ __ — 72+00.00 HOLLAND ROAD =M D--- v� �.., . ✓� .ram �� ✓� v✓� _,,, I �. — — —_=� � _— — i ^r ✓ �� Y✓- �^^' ✓1, ✓- C'4 i LLAND OAD z z J J J � r r F'E HAW ROAD II li �� 3 60 2`0 00 2 II II �� _ � I 0600 8 � w II II �� w= ,1,= �O w= II III `n �o Do o �o \ \ �o II I III �r 'jam \ o >- IIIII � wm cowm colim m E a 00 N N n O O N \ Cn O Cl U Ln Q I I C' W � J U O cn O Ln 00 j C' J W LJ F- 50 0 50 100 150 i W O GRAPHIC SCALE i J PLANNING ■ DESIGN ■ CONSTRUCTION 0 NOTE. / / / REviSEO PROP. LOT. TYPE To sr . loop .o SEAL-COUNTY COUNTY of RIVERSIDE SEAL-ENGINEER ?BF BENCHMARK: MS 4086 IP 060019 SHEET N0. Z WORK CONTAINED WITHIN THESE PLANS R F /07 ALONG LA P I E O R A It 14OLLAND ROADSA& SHALL NOT COMMENCE UNTIL AN Q�QFESSIpy' TRANSPORTATION DEPARTMENT �oeEws/ COUNTY OF RIVERSIDE o ENCROACHMENT PERMIT AND/OR A ��o D. F APPROVED 8Y ��,� �r 0 O O aos�o COUNTY c r>r~ , surrE goo FM 3y�5 SCHEDULE "F" GRADING PERMIT HAS EVEN ISSUED. h4, i TcuLA, cauFORnNa 92591-4679 SEE SHEET 1 4 1-1 00 THE PRIVATE ENGINEER SIGNING THESE PLANS IS y - / No.69395 m CONSULTING 951 STREET LIGHT PLAN o RESPONSIBLE FOR ASSURING THE ACCURACY AND ; No. 45702 r O W E P /3 .676.8042■ FAX 951.676.7240 ■ www.RBF.com ACCEPTABILTY OF THE DESIGN HEREON. IN THE Exp. 12/31/08 * * CUP 03475 FTA 2005-24 EVENT OF DISCREPANCIES ARISING AFTER COUNTY a} ALAN D. FRENCH DATE: APPROVAL OR DURING CONSTRUCTION, THE PRIVATE sl p�� `� �9 C�V11. ��' PREPARED BY: ANTHONY M. COTTS _� HOLLAND ROAD OF 4 SHEETS Q ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING 'fit , p�� OF CNJ�� EX • DATE: 3—31—08 0 AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS YAw eY DATE APPR. DATE F OF C��E 7-Ls O 7 DATE: o o SCALE: 1 "_. `< FOR: VU.O. COUNTY FOR APPROVAL BY THE COUNTY. ENGINEER R E V I S 1 0 N S C"TY RECOMMENDED DATE: H: g V: PARDEE HOMES FILE NO. • OFFSITEWATER & SEWER IMPROVEMENT PLANS FOR PARCEL MAP 34275 - COUNTRYSIDE � LA PIEDRA ROAD & HOLLAND ROAD COUNTY OF RIVERSIDE - CALIFORNIA MENIFEE , EASTERN MUNICIPAL WATER DISTRICT EASTERN W&WWAL WATER DISTRICT .RMRSIDE COUNlY FIRE .DEPARTMENT NOTICE IQ THE CONTRACTOR WATER NOTES EWE NOTES FERAL CONSTRUCTION NOTES 1 . THE EST I MATES OF I MPROVEMENT QUANT I T I ES AS SHOWN HEREON ARE PROV I DED FOR McCALL BLVD SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN 1 . WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN 1 . SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN 1 . FIRE HYDRANT ASSEMBLY SHALL BE IN ACCORDANCE WITH EASTERN MUNICIPAL INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND SHALL USE THEM AS A BASIS FOR ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS. ACCORDANCE WITH E.M.W.D. 'S STANDARDS AND SPECIFICATIONS. WATER DISTRICT STANDARD DRAWING B-362. BIDS) AND CONTRACT(S). 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE EXPOSE EXISTING WATER SYSTEM AND VERIFY ITS EXISTING (CONDUIT INVERT). 2. ALL BARRELS ARE "WET BARRELS" AND TO BE CHROME YELLOW, WITH TOPS AND 2. BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, ELEVATION AND LOCATION. 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR V.C.P. NOZZLE CAPS PAINTED CLASS A-GREEN UNLESS OTHERWISE SHOWN ON PLANS. DEFEND, HOLD BLESS THE OWNER, ENGINEER (HEREIN AFTER RBF CONSULTING) , THEIR PARENT 3. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE SEWERS EXCEPT WHERE SPECIFICALLY DESIGNIATED ON PLANS, PER 3. ALL BLUE RETRO REFLECTIVE PAVEMENT MARKERS ARE TO BE INSTALLED PER AND AND SUBSIDIARY COMPANIES, AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR WITH STD. DWG. B-598, TYPE B. E.M.W.D. STANDARDS AND SPECIFICATIONS, RIVERSIDE COUNTY FIRE DEPARTMENT HANDOUT GUIDELINES. ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE N WPORT ROAD 4. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINERIVERSIDE COUNTY FIRE DEPARTMENT INEGL.I GENCE, ACTIVE OR PASSIVE, OF OWNER, ENGINEER, THEIR PARENT OR SUBSIDIARY (CENTERGRADE) OF PIPE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED COMPANIES AND THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW.FORM SUCH LA PIEDRA 5. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. AS A FO FOR THE INVERT. APPROVAL INDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS OR LIABILITY FOR B-656. INJURIES, DEATH OR DAMAGES OCCURRING AFTER COMPLETION OF THE PROJECT, AS WELL AS 5. PRIOR TO CONSTRUCTION OF SEWER, THE CONTRACTOR SHALL DURING THE WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE -HOLLAND R A 6. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION "'O ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY APPLICABLE WITH STD. DWGS. B-362. COLOR CODED GREEN. AND LOCATION. WHERE CONNECTING TO EXISTING MANHOLES AND FIRE MARSH ALL -"- DATE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. g o INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALLcr 7. TEMPORARY BLOW-OFF ASSEMBLIES SHALL BE INSTALLED IN BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT As w w o w ACCORDANCE WITH STD. DWG. B-568. SPECIFICALLY AUTHORIZED BY E.M.W.D. F�,RE C �jj� jCATIO� X t 3. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY z 8. ALL P.V.C. PIPE THROUGH 12 INCH SHALL BE TYPE C-900, 6. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES Z e.P A&_ EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL SHALL BE LEVEL WITH THE CROWN OF THE OUTLET PIPE AT THEIR WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES CONFORM TO AWWA SPECIFICATIONS. PROJECTIONS WITH THE MANHOLE CENTERLINE. WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SCOTT ROAD ,9. FITTINGS FOR P.V.C. PIPE SHALL DUCT I LF OR GRAY 7. RECONSTRUCTION OF EXISTING MAID-IDLES SHALL BE SCHEDULED AT BY1�& �l/�6 o a IRON. FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL THE CONVENIENCE OF EMWD AND SHALL BE COMPLETED WITHIN FIVE ANTHONY . COTTS, P.E. JOINTS, OR PUSH-ON JOINTS, AND SHALL BE CEMENT MORTAR WORKING DAYS FOLLOWING ITS COMMENCEMENT DATE 4. AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION TO NOTIFY A REGIONAL LINED AND TAR (SEAL) COATED PER ANSI/AWWA R.C.E. 69395 EXP. 6/30/08 NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO COMMENCING WORK. A VERIFICATION NUMBER 10. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE 8• THE CONTRACTOR I S ADVISED THAT THE WORK ON THIS PROJECT WILL BE GIVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERK I T OR DIRECTIVE GIVING ENCMAY INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR N PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBER EXPIRES WITHIN 14 DAYS. NOT TO SCALE AND A SPECIFICATIONS.SED AT THE E INSTALLATION PER EMWD STANDARDS TITLE 8 CALL BE IFFOR41 ADMINISTRATIVEPONSIBLE FOR DCODE AIR. ARTICLE 108 '" - FOR BEST COMMUNICATION, PERSONS PERFORMING EXCAVATION SHOULD MEET THE UTILITY SECTION 3 TOWNSHIP 6� SOUTH RANGE 3 WEST 11 . A JOINT RESTRAINT DEVICE SHALL USED ON ALL MAIN LINE THE BEARINGS ON THIS PLAN ARE BASED ON THE LINE COMPANIES AT THE JOB SITE. FOR MORE INFORMATION, YOU CAN CONTACT THE LOCAL REGIONAL 9. WHERE GROUND WATER IS ENCOUNTERED, ALL V.C.P. PIPE SHALL BE BETWEEN STATIONS "TRAK" AND "MATH" (POSITIONS INFORMATION CENTER. VICINITY MAp PIPE JOINTS WITHIN SPECIFIED LIMITS, AND ALL JOINTS OF TREATED FOR ABSORPTION RESISTANCE PER EMWD SPECIFICATIONS. PER NATIONAL GEODETIC SURVEY,NAD83, EPOCH WATER APPURTENANCE LATERALS OFF MAIN LINE, PER EMWD 1995.5) AS SHOWN ON THE MAP FILED IN BOOK 102, UNDERGROUND SERVICE ALERT STANDARD DWG. B-663. 10. PIPE ZONE BEDDING AND TRENCH BACKFILL SHALL 'BE IN ACCORDANCE PAGES 50 THROUGH 65 OF RECORDS OF SURVEYS IN 3030 SATURN STREET, SUITE 200 WITH E.M.W.D. 'S STD. DRAWING SB-157, SB-158 AND SB-159. THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE BREA, CA 92621 COUNTY, CALIFORNIA,BEING N 52°49'02.84" E. (800) 227-2600 WATER CERTIF, C. T� IQN SMR CFME1 0 BENCHMARK: I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM FOR OFFSITE TRACT # 600-25-68 NOVD29 DATUM I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM FOR OFF SITE NO. 33647 IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S DATE: 1970 ELEV: 1495.886 TRACT NO. 33647 IS IN ACCORDANCE WITH THE WATER SYSTEM SEWER SYSTEM MASTER PLAN AND THAT THE DISTRICT HAS PROGRAMMED ADEQUATE EXPANSION PLANS OF THE EASTERN MUNICIPAL WATER DISTRICT, AND CAPACITY TO TREAT WASTES FROM THE PROPOSED PROJECT. 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE CATHOLIC CHURCH AT SUN CITY, 54 FT NORTHEAST OF POWERPOLE #16193, 29 FT EAST THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM, OF MURR I ETA ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST WILL BE ADEQUATE TO PROVIDE WATER TO SUCH TRACT. OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK FENCE, 2 FT THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT EASTERN MUN I C I PAL WATER DISTRICT: NORTH OF A WATER METER, 2 FT SOUTH OF A MARKER POST, SET A WILL SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC QUANTITIES, BRASS DISK IN A CONCRETE POST. E FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. EASTERN MUN I C I PAL WATER DISTRICT BY: COUNTY PEPWT NOTE 00 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE 0 CIVIL ENGINEER OF SUBDIVISIONS DATE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT � BY: HAS BEEN ISSUED. 11TAlLR.,. AEG N�� CIVIL ENGINEER OF SUBDIVISIONS DATE O�� .} TIFI A 11 Y4 STANDARD F.H. PER' B-362 ul 1. AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, 0 t CONTRACTOR SHALL NOTIFY: COMBINATION A.V. & A.R. Q FxH RESILIENT SEAT GATE VALVE A. EASTERN MUNICIPAL WATER DISTRICT, 1 . ALL MATERIAL USED AND INSTALLED SHALL CONFORM TO RIVERSIDE COUNTY SUBDIVISION ORDINANCE NO. 461 AND ALL SUBSEQUENT FIELD ENGINEERING DEPARTMENT, (951) 928-3777, EXT. 4830 HxH RESILIENT SEAT GATE VALVE 33. AMENDMENTS, AND THE AMERICAN WATERWORKS ASSOCIATION (AWWA) B. UNDERGROUND SERVICE ALERT (USA), 1-800-227-2600 STANDARDS. IF FxH ADAPTOR o C. ALL PERMIT AGENCIES, EXISTING OR PROPOSED WATERLINE (BY OTHERS) � 2. RESEARCH ON UNDERGROUND UTILITIES HAS RESULTED IN FACILITY 1 . RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 00 LOCATIONS AS SHOWN ON THESE DRAWINGS. HOWEVER, THE LOCATI- (951) 955-6885. WATERLINE LmS SHOWN SHOULD BE CONSIDERED APPROXIMATE AND THERE MAY D. ALL OTHER AFFECTED UTILITIES: RESTRAINED END FITTING BE ADDITIONAL UNDERGROUND FACILITIES WHICH ARE NOT SHOWN. o THE CONTRACTOR SHALL ASCERTAIN THE MOST RECENT UNDERGROUND z UTILITY FACILITIES PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY SHOULD DAMAGE TO AN UNDER- 10, TEMPORARY B.O. PER B-568 Jo GROUND FACILITY OCCUR AS A RESULT OF THIS PROJECT. MIN _ 'ATION 3. SEPARATION REQUIREMENTS BETWEEN WATER AND SEWER LINES SHALL S BLUE REFLECTOR FOR FIRE HYDRANT LOCATION o CONFORM TO STATE HEALTH CODE STANDARD. THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) MONTHS FROM w a THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED 4. FAILURE TO MEET ANY of THE REQUIREMENTS of RIVERSIDE COUNTY WITHIN STATED TIME, EMWD REQUIRES DRAWINGS TO BE REVIEWED BY THE SEWER LEGEND Q AND THE AWWA SPECIFICATIONS WILL BE CAUSE OF REJECTIONS. ------ j DEVELOPERS/DESIGN ENGINEER AND RESUBMITTED TO EMWD FOR POSSIBLE EXISTING OR N� w 5. SEWER LATERALS SHALL BE INSTALLED ACCORDING TO COUNTY STANDARDS CHANGES IN MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS ----------- SEWER LI PROPOSED BY OTHERS) No. 600 AND 601 OR SERVING AGENCY. AND STANDARDS. INDEX OF DFAMNGS SEWERLINE u SHT. 1 - TITLE SHEET SEWER LINE WITH LATERALS cr DEVELOPER SHT. 2 - INDEX MAP � SHT. 3 - FIRE HYDRANT LOCATION MAP FOR PM 34275 T.O.R. TOP OF RIM ELEVATION CENTERLINE j PARDEE HOMES OF SEWER MANHOLE DIG RT RIVERSIDE DIVISION SHT. 4 - LA PIEDRA ROAD STA 16+00.00 TO STA 28+00.00 O MANHOLE 1385 OLD TEMIESCAL ROAD n SHT. 5 - LA PIEDRA ROAD STA 28+00.00 TO STA 36+62.77 0--- TEMPORARY C.O. CORONA, CA Ma Tm I MAIN (9511 )8817-3400 END CAP J -NO-227-2W FAX (951 ) 739-0484 SHT. 6 - HOLLAND ROAD STA 61+50.00 TO STA 72+80.00 0 AT IEARWT 7 MO DAYS z DEP yati Ra1G1 i IBM AM OF81111 CAURM IP 060019 s bit tho s AL-ooly COUNTY OF RIVERSIDE Prepared Under the Supervision of DRAWN REV I S I ONS APPROVED DATE WATER / SEWER APPROVED BY: COUNTY OF RIVERSIDE CA I.D. U-36 is U-35 j Q,1,pf ESSIQ4�! TRANSPORTATION DEPARTMENT oQ��E S�Or�'4� MFSS NO. INIT. DATE EASTERN 11�1N I C I PAL WATER DISTRICT S.A. 41 & 33 °° �° ©• F �`` �r DESOWD OFFSI E ham ' `n f PROVED B ti �� rs i Mp SEINER AND WATER ROVEMENT PLAN_ S W.O. 11-540 0 No. 45702 - No.69395 r^ ANTHONY . COTTS, P.E. CHECKED I L E'N G I NEE R OF SUBDIVISIONS TRACT 33647 - PM 34275 - COUNTRYSIDE C.O. In dA .`.+ ^' CONSULTING AC � Exp. 12/31/08 �+ 7 w �P•6/30/b8 � R.C.E. 69395 INITIAL D TE � ALAN D. FRENCH DATE: ,L PLANNING ■ DESIGN ■ CONSTRUCTION SCALE PROJECT ENG. < s 1� �xP. s/3o/o8 As s�RowN f L�► ROAD 2 A-27 OF I- r'lf Cl r I\,`EO�,�� .. mml 3aw n R J>, IV+ Fo��`P DATE40M COUNTYTEM �� JW "u AP'P"I tOVALS HOLLAND ROAD OF C(►� NIA 92SK-W22 16 COMMENDED: DATE: F CW 95ts768042 FAX 9. .riao 15-101178 a 4q .. 0 s� wrw,.�«m M . _ s �....._, ` I i ; ' j +1 t—_--�—C— 1 �...... i � �—•—.;---' I ,4----1 I i t _� --- �I (: i I } s _ y L AD wit n - t-, 3 O O 0 0 — .S. RESTRAINED ; END F TTI TEMP BO END FITTING TEMP C.O. WATER --- -- --- - E 2" PVC.__ - 12" PVC WATER PROP.. 18" RW-� 12 SWR - 5 LF ST __ 6 - — --+----- ---;--------- --- .v- --T 19 20 -PAR SEP PLAN 22 23 #1 #2 - SWR 5 LF STUB LA PIEDRA ROAD - - - �_- — --- —�-- ----- —T�_ T , n r ml HOT TAP EXISTING 30" W L WITH HOT TAP EXISTING 30 W L WITH ! HOT TAP EXISTING 30" W L 30 ,X12 SADDLED OUTLET CONNECTION 30 X12 "SADDLED OUTLET CONNECTION � r 3QX1� »SADDLED OUTLErT CpNNfQTION WITH 12'` FxF R.S.G.V. BY EMWD WITH 12 FxF R.S.G.V. BY EMWD ( i ; W TH 12 FxF R.S.G.V. BY ,EMWQ i , AT •DEVELOPER'S EXPENSE. AT DEVELOPER'S EXPENSE. " I ; ; i A DEVELOPER S .EXPENSE r- �; " , (�1 j L__I _ i G ; -- _ " INSTALL 12 FxH ADAPTOR, 1 CORP. STOPI . ' INSTALL 12 FxH ADAPTOR 1 CORP. STOP ,;; 1 ! I i � � INSTALL 12 FxH ADAPTOR, 1 CORP. STOP RESTRAIN AS REQUIRED. RESTRAIN AS REQUIRED. I ! i ; R fRA I N AS REQU MEb ' I 1 �I SHERMAN ROAD HAUN ROAD EXIST 30" �W ,d T II PER -24854 4 ESTIMATE OF QUANTITIES \ ! -CO. PER S.B.-52 "PROP,. i W9T SEWER NOTES QTY. UNITS W ,� I PER HA RP. A� W / INSTALL W SEWER MAIN 44 LF. =u ' w o ---- INSTALL 12 SEWER MAIN 679 LF. INDEX MwP N Q a MH #3 8" SEWER PROP. 18" R - - _ EX. INSTALL 48" STANDARD MANHOLE SB-53 3 EA. W 29 " 30 3 —_ ?—____._—,_-�_ 33 PER SEP PLAN- 34 5 - 36 #14 _ ( SCALE: 1'=60 - I _ INSTALL 8" CLEANOUT 2 EA. CO? PERWS.B.-52 LA RIEDRA ROAD PER D-28106 `EX EXIST. 30" WATER WATER NOTES QTY. UNITS INSTALL Ir P.V.C:,f, E-48 eY4 C-90O, WATER MAIN 366 L.F. E \ EX. Bo _ RESTRA I NED 3Q ,X 12 SADDLED OUTLET CONNECT 1 ON - i --.- INSTALL 12»x12»x12» TAPPED SADDLE CONNECTION W/ 12» FxF RSGV BY EMWD 1 EA. , -R.S.G.V HOT TAP EXISTING 30 W L W I T -_ END FITTING WITH, 12" FxF R.S.G.V,, BY EMWd ! L._-�; - o o l f -1�I ANNE » W 6 FxF RSGV BY EMWD 2 EA. } INSTALL 12 x12 x8 TAPPED SADDLE CONNECTION / AT .DEVELOPER'$ EXPENSir. ,'+�� ' �� `'—,'• ; ; I � ', '� - ! I��'I` � � ` 1 ` � { i 1 " ST� �{ INSTALL 12 FXH ADAPTOR, 1 CORP. STOP 1 INSTALL 12" - 4H. 5' BEND (B-663) HxH 12 EA. 1 , ` ; WE TRA I N AS WQU I RED ' 1 I i' ,1, 1 -- INSTALL 12" ADAPTER FxH 4 EA. HAUN ROAD INSTALL TEMP. BLOWOFF (B-568) 1 EA. INSTALL 30"x12" TAPPED SADDLE CONNECTION W/ 12" FxF RSGV BY EMWD 4 EA. 6„ IRE HYDRANT INSTALL FIRE HYDRANT ASSEMBLY WET BARREL (B-362) 6 EA. INSTALL 6» ADAPTER FxH 2 EA. " BLUE PAVEMENT MARK FIRE HYDRANT 6 IMPLEMENTING FACILITIES (WATER) INSTALL 12» RESTRAIN END FITTING 4 EA. N/A 60 0 60 120 180 E INSTALL I r R.S.G.V. 4 EA. BLUE PAVEMENT MARKER a SCALE: 1"=60' N IMPLEMENTING FACILITIES tSEWER� 00 TWO LANE STREET AN INTERSECTION 1 ) PROP. 18" SEWER IN NEWPORT RD PER WO 11-542 CO 2) PROP. 12" , 15" , 18" SEWER IN SHERMAN RD PER WO 12-325 TYPICAL HYDRANT MARKER LOCATION N.T.S. 0 SHERMAN Q ROAD HAUN ROAD ' t _ I I -�+[� I — i r l �.__ r ! I 1 It i 1 j_J L_.—.—J 00 i END �I I D I � � ' ! I � ' ► f __ ______ = -_ _ Tom_ __ z / --- -- - 12" PVC WATE I '` i j ` f. i tl� J + - -- , --- -- - - - - - - - - - - - - - - - - - - - - - -- - — _. .._ r - - - - - - -- -- - - - .._ - - - - - — :-_ - —_�_`. �A--- ----- ( � - - - - - - - -- - - - - - - - - - - - — -� -- — .— v A 69 70 71 t ; 12"x 12" TAPPED SADDLED_ ----- LLJ ---- ------- --= X X. 12" CML&C WATER--------------- R.S.G.V. OUTLET CONFECTION W�2 FxF .---- PER D-2194 1 1 �..- � i /! � � BY E.M.W.D. ® LLJ ` EXPENSE--- _ __ ____; _�_ ___ ___ _____ ________-_-- - _.._..._. .___.__._______- ____-___-______ __-_-- _ 1 � �E � w HOT TAP EXISTING 12" W L WITH ! HOT TAP EXISTING 12" W L WIT �� -I 12 X6 "SADDLED OUTLET CONNECTION 12 X6 "SADDLED OUTLET CONNECT 0 a + jo, w WITH 6 FxF R.S.G.V. BY EMWD I WITH 6 FxF R.S.G.V. BY E1\ i AT DEVELOPER'S EXPENSE. i _ AT DEVELOPER'S EXPENSEA\�\>k '+ ?11 ! INSTALL 6" FxH ADAPTOR, 1" CORP. INSTALL 6" FxH ADAPTOR, 1 CORP. 3 STOP, RESTRAIN AS REQUIRED. 1 w STOP, RESTRAIN AS REQUIRED.k \\ \ \ I W N HAUN ROAD 0 D�G�ER� �� MM 1-800-227 2600 INDEX "_ SCALE. 1 =60 0 AT LOW 11M0 DAYS a Vw m J u4180 Ilo AM OF SCURM GNJ I P 060019 PRESSURE ZONE PERR I S ELEV-1627 0 Q � COUNTY OF RIVERSIDE Prepared Under the Supervision of: REVISIONS A�ovED DATE WATER / SEWER APPROVED BY: COUNTY (* RIVERSIDE CA I•D• U-36 k U-35 i �fESSI4 #��+©^p DEPARTMENT OFESS/ ao 4� TRANSPORTATION DEPARTMENT 4QR � • No. [NIT. DATE EASTERN MUNICIPAL WATER DISTRICT S.A. 41 k 33 PROVED 8 �`�� M. �rT�Fy c u MB SEWER AND WATTEER� ROVEMENT PLANS W.O. 11-540 im 5 a o No. 45702 .Q g y 2 m m CHECKM C I t IHEE72 OF Sly I V I IONS TRACT 33647 - PM 34275 - COUNTRYSIDE C.O. �n � No.69395 r^ ANTHONY COTTS. P.E. a 6 CONSULTING AC INITIAL � TE d Exp. 12/31/08 ExP /30M R.C.E. 69395 COORD. 23-A-27 Q 49 * auw D. FRENCFt oa>!>:: * * EXP• 6 30 08 PLANNING ■ DESIGN ■ CONSTRUCTION �A� PROJECT ENG. 4 f Q fj Cl Y 1` ! L./�f / /W As SHOW � � �l ®��1 9l CIVIL ��P DATE O 40MO COMM C DWF_SWE 100 �08 NUM6ER APPROVALS a F of c��E r�Eca� oa>�: - FOF ca..��° Tama cA�o�rA�,-eor� _ INDEX MAP � � 95M76AM FAX 9 67&7240 wwwtBFx=n 15 101178 _ 9 MIN NOW wig MR F111111111111111111 ��• , �!��■Vl i;ir��'"i is��i 1 - . .�...�1 i Imo`:Ili�''_'�1 i'� ■.I .--. , 11 AL CIA4 - " -- - ROOM `- _ - - -- --- - - ---- 1111111110 f _ Miss' POR LOAN g "Y_Y� "y�_ ±_ -Irr '+ �. ��G .�►__._r� �� r ��YI�� I�- ( r: _ ,- ..... r- ram•-- - - - - - - - - -,- - _ _,.- .-.-....-,..�r � �� i .Irl� ` __-••-r•-`• ,.�-�YYrR� ., "1 �-•�—�,�._.-� _�_ �. ... _ .�= - ,.,,�...��.�.�.•.-;�wi� N. -_--a__r�w.a. ..r I■ �P■! �*� ■I I I�1 '! f ) '.,. / �,►i: i=t iii �_'-�_v�� - \_ -- " �- I ■ ��■I � , , I ._ :. �\_..,/. 1r- —* i-- _-�a>!t t�i=-- if-i*---- - .�_ __ .._. "' � � i�� I - �; � \._► 1 i � 1 1 -� Yrr� _"-7.:a a�L*-- � .,a -_ � �!'�„ � * I ■ I ■ ■ -■�.1 �!11�' , ,��/II .� .,�.� i�� , . _ �:�r■r��a��'1 r■■I`ll I■ 1 E" ■I i■� I■ "11" ■I i■� ��" i i >, � - �i ;�- - - .�:�a • ,. �3..�� --- j �■ s ■ ■� �■ � � S ar■ ■■is�a��'1 r�■S,S � �y►: {i �[�,�. -�t■■�■ r■li■ ��` I I ■■fll � � �j � (�� ■ � ■ ■ I �1 �■ r�� ..� ■Y..� :../ in.� ��.■ ice; �i � �_ • �'tir r <, � -- �..:1 ,: i�. �1L.��II.It,�t.��—'� � �. �■ � 1 i �ti��r I��i ��i ��_ �� 1l .�•� i�gas �,�1_� ■1.��■Il.� ! 1 i 1 t LALMM I�rils-OA If 14 4 ��` ■ `t■i�fldr� VITT Ali iflsi■lilInc!■rr1� �' !■ _ �■ � ;1� �11111 Ifllla rillli Illlt ' �'° ■T� t;, 4 s��i ,_ �'� - ' -_� �� [T1■i(t- �I■I ;■ -.Y� � � �."r� .� -ii�._��-i� , ��-.� �• iY.`' r -.'-r.'.� c /� i�t`�11 I ��1,5� �LI I�■� � � �■i t ■� � �_� '" .+ c.� tt�� i�l 1 ' r ■ I'�� ' '� ,�, � ■ �r �' � ter•. � ■{, �.! + I:�j ■1,�1�1 i.��\� ■I( =__ •-► �� ■1♦ -' "_ .�Ir �.�i i i i�� i ft� i -_�- ! iii .; ��, ■ , ■j 1 ■j ■ ,■ ; ��'�� InBoll '�I��;�;/�� t--• N �1rit *� 1'�� r•:� "'r.. ..r-- --�. .r- I ■■! ■r! 11 , L j �: � ■�� I lit' �A ■i -� � ...,,,i ,i,�.. ,. �._ M !■■_ I i ■a, �i�..l��_-■_il��•� � . _.. � :_ � ] �._111 ilk.._ __.11111� _ � I 711 ,■ I��.� �+ I I■�..�� ■ I �:�1, ■■ 11111 IIIiIL! >11111 IIII , ■�■i■ �■ . �tf,��■IffJ1i , �1 — - �� , ; r��+- �:�� ■��• ,_, �.r I� ; ter, '■• ;� 1 s �:+ I/fI�'tL�j� .,, I . Ifs � .I i I I ...,��/\ --- �r�� I �"�), - tJiiT� �liiL�■��il..�Til� �iiT �) ■, �■■■■ �■� .,� MIN fill :� , , �..la , ��, ,�.,.. r_j ■j�'1�►1�, •�,i�� —■ 1� ��i�' , w'}�11 '�+I�l.��-,�;� ■t■J,,,, "'�I/� �! ■!��■ �■■■ a1mr- aim Z Imam_ wit p 4�-� �� ■� ■ � i■� �--� �■ ,� ,� lit �■ ■ � ..- .�.`` � Illllr-r1126 i . -�+,.�I I _.. � ■� I��_ 11 I � Irr,__I , ir.�� -. �_ . --l1 --, ,■ �1i1111 Illil.f`� r`LIIIII �� i i �� A `�� _ �,A -� �� _ ��I�i� i�tii�w■■�rim� i�l►t;r■ �,�� ' 'r�i .�a■man ■■i ■■■�■ [ . i I�-■�.�I ��.4 �i��t�• a�,•�.� �� ...,/ �-- � .�, �. ■I �.';,1 „I« � C ■ �■ � ■ � :■■ 1 l�l., I L Yl�� I ■� � � ; � - - - - - I � ,tt•_)1 � �1 ■ �►�; :�,i1� i■�..,, t ■ � �� i�� L■I �� L-. � �'�■� • ,,,,,.: _...� �..... _...� ,.�1� ♦ �iiiii� �iiiiir . . � ��-:�_.. �� '_■ �i ■� ! � � ■ ■ iii ■ � A ■ ■ .. � _� �,■1■y �■ �� _n,� r� �_ �� :r, ✓ 'ri �, �.� .� ■�I j as � �■ ,j� .1 �- - - � ._._ �� - — — r. .. _., �, _ �� ■ ■�:�■ IMJ �i rare �■ ■• ■'-__ , �w I�■�. �, ■I ■� ■I �i��f �.1�'� �■ ■t■'•�Lr i��s■'�L�i■�; ' +■�� i ■�� -� -='■■r■■'"'" "'-� ■ 1��, .�'?v�' ,�, ■lii■i■ ■i■ii■ � ` i! -� Ell �. ■�tl �� I ■ii 1■�►�■ If.■ f I l � • ■ ` °:' � ■11111■M• '�l.i��►rEl��■irVIN _._ .,I�rr�II■ �:■I� �... ��1��1�I__ 1, � .I.� �� ■r, _,. �� ,�,. �--� � �_ _ _ _ r 1��tE� ��' �_-' �l _F,` r.�,� . �'�-' ""�r"- --�}'-- �� =1�II1� i i `� r ,•�� r ` .i' � ` -- ��■tiJ ilk■ _�s� ,�-- - ■ IIl��= i dY�:-� �P�_ __�.. i► .�, ,/ ■�■■t�� _' �� ■11�u �■ " �� ____ �■ ■■fin l �■ ■■ r� ■ ■f i i � �;■ � —�*. ,7■"r....- `\� ■sT� �i— ��■!�.� �i t��s il� �--A � � --�► .�� ,♦ram: -....■ �_-- ;��'v► � �■'r li[ily�,��i �■! �■� i■■■■■ _ �� 1=-�"�, �■E'll ,�� ,/( ��r `` � �err ■■w��[�■ ■�7�ri��,�c a�� _■ttt�� _ r� ■.. 7 -■�_,•,,..i;-•fit. .! " ��:. ;; '■ii�)1 a •� LOU n -• i,■`<�� .i t�ta t� �1�1 r �•• ' �• :: �.. ..� _ �' ► a.. ■a.r..�-,. ,_ ,■-_tom:_ .,-,1.�"r■ iii n■ ��.�*��N ��r....�r i ■� t I��i� �� j rat �� i■i ii■I �� ■� �. NMI �� `_ _�� -� 1 i�[�� _- --� ram- ��fa�.,rr■�tul� �r�,,w�l� �'�'r ��■�■ ►■■ ■■+ ■�■■�� ±■� �. � ; w ��.� ��/ ■�L�� _"'� �_, �lilll illll��, ��1{III _ - - - - � � ! + � t - f �liiililii� ■■i■ --i�- «• �� I .rn �� ,■11 ■ TYi (��. �� ■ Tit�1■i�iiT��lii�(�I�til��l T �� ■�-r�� I ��■ ��'� �!�'P ■!Ulf �� 1�Y ' ii ■■�! iii �•��r'�!i�ii%li- ��r� � ��•.i1 ■��, I■■� 4'� '�"�;�": !"�R:**T"; all Ell pl• I 77MIX roll onf -� �J -- - �---- �it�+��l`rlf_�,i■��I� �1�� I �� -�� i■�- .��Ti _..-,f,. rr-__ - --� ��e.�ti ` 1 � � ., f . � E�l ■II■■t�:.r�1■YYYY• ........... _ _ --- 1t. � � Yi7 ri...l � � ■ � ■ `■ �� .- 1 �'� iii -�!%tl��jitl��ti�iii■,� ---7 f ini■�t��t��i�� 1� �i■■, ,■�■� -, ■, ,■ '� _�i ■� ��i . C,, �' ■ ■t� ■ ■r ■. r-*� rya ��..,■� r�=�a -�-• r- _ �..� +■.. '�. .� a f -,_�� -+f � � � ; � i'� -��■I I■ '- ■I I '' �■i f � ' �� r'r 1� '; I s' � 1.1- .... ,.; .. �I �..� �■ ■ ■I }I■ -.'fit■! !■ _ � ��,� _. 1�► , � °. I■�- V Ya � �-I! - ■�, u � �:I � V.■ � ; t_._r � t�„r �—�� ■�-'� �■�"� '`� il�► �E � t � .n. .r. _. i1�1 _■!■■tis�it■�`, -.i� �J�� _■tii■�it■�`��--;fir ? I,i■+ i.Y._, �!� I■�;—_�� pill ■ -n ' iii - - — ■io ----_� � 1 i�■I � ! � ��= ■�`� '" °` ,.,,, ~, ��. � , r i , , ■�r1 _�■■i �.....� �y L� -■� ��"� I � -• �'� ,��..:._ ate= � I -�■1!� `A'f�!t�•!�',!!�'`j:�t1 ,■fit ■ui■��j�t�, �w.,,��, ��.:�' :'�`"'� �..Y�i '�, �,��■,!' ■=�„'r_� -;a-r �• - \ '�, '�►��' '\ ( 1 _I� �,' �1� � � � ■• � -_I) I !� t ■i rfar. _Yi � -.�■I ►■�---��1 I�� `■�� * �-' r..c ,n� ._:._J11 , � �� - i` ■ tom. -•il rli.. - - - - �YYII■� Itt`� ILIA 31111 ■�_ ■ ■ 1 ,r••r•�1._.i..ri r tt/, ■u �� - -- ■Ii �J �I��tii■�h■�/�=-�or� ■�I ■I`tt�11�/�_�r� �--� .i �� '71 I!' ■� � ` ��r . ► • � 7tiu --■�tt■��■ I r■� \�r,i 7■!� ■i ■ ��_.o � � ■�� ■�� 7i7t�� l-- �--�'"` ■ ` � � �.�j� ..0 � -�_-�_-�_ �.�.�■ � � � i '�■ ■�' � � Its .■, M, 7I Ir' , : ' i . .� ; i! ,r- — j�11� ■i■■tilitlr�i`.i■t�t�:.ii� Ci ■t`�t��l`��' tr■■! �� ■.!■' '_■.. !� ■-„_ �.,'^ �,�Ty:��' �•ri�'ii� -^, f� � . (� I �-w1t■��■ I ■II t■lw�t■1�1�\�li'. °,= ��\� 11 ,� _ ■. ■ - ""'*� �� L_.1L_a .d !. N � � �. �-�' -�• - �r i ��■ ��"� �•r"�.( �� I i �_ - . r-fir•--1 f �dt� I � � �..�� ra.Y .,.■y w:. .r.a _-11 _mil ICI, --il 1■. _-�i !■.r•-�_ -�I �ij -, IT '� �i■ -- , -- _ -■�I li■� ■I i■r'� !■■� r■�'■-��■� r�Y��■� r■Yid �■ ■>i•� �■ ■i'� �■ �■Yi■-� ' . � - - - - - . - '� � � �■. �� r -� --.��7 ri.� fi7 I■ �■-' ! ,L' /��LJf 1■ral L.il 1t1�1,—�.ii I�..� . _ • _ • • - j -..-.-.._._._ _..--_ ��r�.w• r1-mil\_ _-- - - -- - �Y� . T L WIN 77 WA bt1 Yti �■ _ :� - ` 1 . . _ Ili � �� ►_t■�r lr� l�_`1 .�i��ll■I ' �I •/ , e. - r i ' ar 1 1 1 iII,. Y Y w , •--� �' r �- - �i : . . i © 1 .. "• .. MI elvizzal"OH t F�ES- FS 0 ET IA T Lr-c- t ------ -7, T -4, T (IST. 4' -4- 4-- N 4--4- _J. t r 1,k4 A�2 fi A ci I T If 7 4 R6 111 NL C4 N-Nj i -,,IN 06-- 1A 4- 15A 1 --4 ---------- I LL- .3 F fill --j H d- CNA T C%V 4 -F 4 A�ERwt 11116% 1%F 4A JZ I ==ff==I ijA !Jtj -T- 7-i -r-- ExI ViIAir�R 1 01. �O` 4-- -T- IOD OD -J. Al 11 Aft %Okf L# rwiii.. I 1%"PLI's --T-------- + -4- Im im Ka m; + H T I +-- SO- K*- DEMITY ...........11 w 4A! -4 2 c 7 7wo IIA -w Akn A I jig _4 4 4------4- UA, TH ��]Luq An EC -0 OD35 _9 I Uri j 1 1412. v I-1-T A-- 4-1 A I A T IrL I A t 4-4 + - --------- -4 -4- 4- qlVlff�FAY I f%AA5 Lwr I 4- 4- i itLNI PROFILE HORIZ-. I'=44W ----------- ------- -4 VERT. 1*=4* 10 10 11 36 .- PLAN 23 24 25 26 27 28 36+90.59 SHERMAN 10. SHERMAN ROAD SCHOOL SITE 6m F.H. (9-362) co DRIVEWAY 1 LATERAL I WTR. 12m F*i R.S.G.V. 36+94.0, Mr. & WATEA PUM FIGR SEE SEWER PER SB-52 �+47 SHERUM ROAD isp RW XING 12 110 E A" #4'171 IP #0"1 IM F- F- BOT 1 91 RESTRAINED '11+401.00 82 T -36+47.79w END F ING RING 12* cm. W Ox 10+24.00 4 10+60.00 t ANN" 8 RN 18w RW XING 12w WTR. BOT RW - 1424.14 12" WTR. XING 18* RW 00 12*AVM R-S-G.V. isil C) RESTRAINED PROPOSED BOT RW = 1426.08 TOP SWR - 1414.06 BOT WTR.- 1426.17 END FITTING F1�7 PVcI,--c-9O01D1?-16J TOP M - 1424.1% PROP. R/W ci TOP RW - 1424.38 2 30 PVC C-900 , cl SEE PROFILE ABOVE)7:=�M+28.811 SHERMAN A I- -74�1 2" Pvc , C-900 2.3+31.00 LA, Plum Ifni 2 SEWER- -11 - 12 SEWER C3 (SEE PROFILE ABODE) (SEE PROFILE ABOVE/ 61 N/ ..... PF-6 f E/q LO 95+53.84 jj :TERW AITER w < :N� 12 VTR FC-41 �t M.H. #2 k&%C W 2 Z.:) 14 16 LVO.96 17 1 i8 1.9 N89*02 1 '05 W 29 2i 1 202 2.3 21 Ob 04 rw% I c, 4 ob" 0 T UA 0 ----STUB 9 -3�-r- ----c - W - - - - - - - - - - - - - - - C) UJ 2 X-ING 12m SWR. mi LL. 00 rn + LZ3 Ll- - - �� -1 � til -L\ X .00 N �A I SD z < PROP. EDGE .OF PAVEMENT EXISTING R/W 41� /-m W/90 PLUG J nt"11- BE FM 11-- 1 c, 4010 BOT. if, - V- 14F4 CURB & (19 VWT3TA1q-21ST. 30 OL k C W/L \- EXIST. 30* CML k C SM-0. 0 IT TAPPED SADDLE CONNECTION WTR. PER D- 28104 R-40. 7- ITH 12' FxF RSGV BY EMWD AT V- v1412,.M,�. \ PROPOSED I 3n < 12 FXH ADAPTOR #0 1 CORP. STOP w- 23+24. PI DE -OPER'S EXPENSE. INSTALL 98 LA XEL .79 x ( � w f9c3 LA PIEDRA ROAD CD < CLF012 -j R NO a �1 11-1 k.&M x- 04 PROP . PROP . a x x !*a x CL cn R/w 50, 50' R w IR :59 Ai WATER LINE DATA TABLE 18' 32' 32' . 18, 1 low Z8 Ld O.G G. BEARING/DELTAL RADIUS LENGTH TANGENT 14 2: 1 MA 2% 2.0% 2% 1 N 00*38'55" E 85,00' + jPY-14p1m, gor 2: 1 MAX 2 7-0-07 38'55" E 85.00' C4 Li -1 O.G I i ON Rw" O.G.G40 0 40 80 120 w0m3 N 00648'44" E, 97.08' 2 DIG 4' 25' P EXIST. WTR. PROP. R/W-.V,(T- PROP. PROP. I SD--,-_o Cy, SEWER LINE DATA TABLE GRAPHIC SCALE DMIDUFM SWk--,H 6' -1- 6' -1 > BEARING/DELTA RADIUS LENGTH TANGENT 1-400�227-26W PIE10" DO" 1 -tT-8'9 21 '05" W 246. 16' AT LOW IM DAYS NOT TO SCALE R 89 21 '05" W 222.83' z 1 2 < Vau an LOOKING EAST 1 3 1 N 00*48'44" El 66.03' 1 LISHOKM OEM AM OF 8091MM CAJOW I 060019 opFESS COUNTY OF RIVERSIDE e the Supervision of: DRAIIIIIN REVISIONS APMVED DATE WATER / SEWER APPROVED BY: COUNTY OF RIVERSMDE, CA I.D. U-36 & U-35 Ss TPANSPORTATM DEPAFITWW NO. MIT. DATE EASTERN MUNICIPAL WATER DISTRICT S.A. 41 & 33 00 OFF81TE DESKMED �4�� ' el 61�- PROVED 13 t MB SEWER AND WATER IMPROVEMENT PLANS W.O. 11-w 29 - 7 0 m m CHECKED DATE TRACT 33647 - PM 34�75 - COUNTRYSIDE c" 0 r" 0 C.D No 69395 ANTHONY COTTS, P.E.No. 45702 2. A .-INEER OF SUBDIVISIONS LO Uj rn CONSULTING AC tl 12/31/08 ce- Exp-64" m R.C.E.69395 INITIAL DATF, COORD. 23�A-27 ALM 0. FRENCH DATE: Z - < 49 EXP. 6/N/08 PLANNING 0 DESIGN 0 CflNSTRUCTION SCALE PROECT ENG. J 0AW1 e 4�0 ASSNOWN SHT 4 oF 6 APPROV&S )VI he1A 4060 COUNff CWM DMF- URE ItIl, ZyL ax DATE j JOI3 NUMKR LAPiOMPOW 4- �T-M E T ..dp lF Or OF 7111114ECALA�CAUFORM 92ON-W22 RECOMMENDED: DA7E: 15-101178 STA 16+00.00 TO STA 28+00. 9UMMa • FAX ORS74.7240 oo94q D, ei I .. ........ I U.0 -4- 41 _-------•-----—__----_---_--_-1----.'----}.;'--'YftI'jiII+iI!((?iLiI:'II{ I{I!f,1IIit!iI-�---1.---_-�-�--5'-_-•�---�•''-_-t�-�_�I1Ii,i?t�IIII�I,II1!r!!��;j-,I,iN-.---3-.--•--_—.-—..-_---6S��t_-,I1�--..--t1itTIIIiI(t#!!!;II41,iI1f.r!I:?t II,r:iI!, x *PIOR TO li(W OF .'._----�-------�-_-j---Y'---.ft+7��!I1tIItti,i:!}aI,1i1iI'1i'i I—E.------_—�-�- la. Al Af i --'--------_•------.--."--�.-'-T-T.ijf1ij{IjIII1iiI�I1' C4 P- -- 7 ------ JL i 1F] 30r Poo.-1 S- r4PROP. jc*j 9L 41 lop LLil I J -------- ---------- lie 7 ----- -t-------t 4- -T ad A a 1%&1m1w T- 7- --1- 11�11111F 1 7 "AT' 7 L4-- —---------— 7 r 7 --7 & gal00 -A + J -4---- clu -.4 I I Af%ift 4AIftg% I all 4 Ab T- 4- L -4- - 4 .0024 ' L...... t Aw ,r"J" 4 --4 L 00 '1w .00 1 56 T-Ti le-r! a r9 4^10 Aw-mmir-m i Lj m -4------ 4— "ot -I --4 ------- t 4— _4 4-- T T- --4. -T---------- A- --t-- -------- T —L-4— --------- j _7 PROME HORIZ: 1 =400 T VERM 1 =4' J PLAN 29 30 31 32 33 35 37 .9 10 11 1*=40- HAIL ROAD ILAAM W85 PR. 12" WATER IP 060018 E PER NAUN 8 ;0V 12 SEWER 8 *w, 9+76.00 0 co 14- + 2 C*41 PROP. 18.0 REC. WATER 4 ffilil 18 P.4,* PALcm 00 Uj 6 N/q F PER SEP. PLAN N V- ION z cKq#*L (T ENS. 0 6. 2 WATER LINE DATA TABLE PF4130SED R/W----, CL 1* �7' CL DELTA RADIUS LENGTH TANGENT OUA T BEAR ING/ LU -2"7.53 LA PIEIDFtAr------J' :58:E Ilk Qj I bItILLI -- roo W38 55" E -8 SEWER- .00 c \.\L M H. #3 C4+ 0 1 .61 E 0 F 0 + 10+06.da— �90 0 40 LU TLIQ 04 + SEWER LINE DATA TABLE < i4--ffi--—SD bT NOZ21 '05"w CN BEARING/DELTA RADIUS LENGTH TANGENT cqz .41 3 i 0 31 32 33 34 36 .3 3:.92- 'aoo 4- -1 _7NE" N 89*2175 W 87.53' ' . 30 VE 2 N 00638'55" E 44.00' U� C 29+81 .5306A-EIEMA RD 3 N 00038'55 E 59.02C 10+00. STREET X - LO C-4 0 C141 7— -T- 00 37 0: 10+33.50 6- F.H. (8-362 1 10- 'ROPOSED PROPOSED .. : RELOCATE E)(. 60 B.O. "IST. 30* CML & C 0 %0 0 TO FUTURE B.C.R. PER D- 28105 EXIST. 30 01L & C 200 TO BE DONE BY APPROVED DELTA REVISION D- 28106 < EM CONTRACTOR 12" SEWER 0) V. x N �Ko LLJ 28+66.50 LA PIEMA ROAD 6 E/q 00 t - 1* L;j 10+25.00 STREET X 8 < 3O*xl2* TAPPED SA 1 19 DLE CONNECTION WITH FxF RSGV z LA PIEDRA ROAD , BY EMIND AT as < Alk 1--ft. 3: 'EXPENSE- D FxH ADAFTOR ANDIrSTIALLa 17. STOP PROP . PROP . (A (VERIFY-+EW TAP MUST BE 5' POR PORI R/w R/w AWAY FROM EXISTING VALVE) L )wC C-900 1 50 50' STREET X 15 W/q O.G 18, 32' 32' 18' < O.G. 2: 1 MA 2% - 2.0% Z-10—% 2% 2: 1 MAX 40 0 40 80 120 11 rul r > DIQ O.G G. 24 25' W0101f 0- Ofti-d - XIST. WTR. :2 PROP. SD:::!o GRAPHIC SCALE NALIVUFM I > PROP. R/W PROP. SWR -j 1-80&--227-26W ---*-r6' 6' AT LOW M DAYS LA PIUM RO" z @OR= Yali Coe NOT TO SCALE LOOKING EAST uwwmaw IUM AM OF SCUMM ftf=A IP 060019 SE&- COUNTY OF RIVERSIDE Prepared Linder the Supervision of: DRAW < OMESS VKw REVISIONS APPROVED DATE WATER / SEWER APPROVED BY: COUNTY OF RIVERSIDE, CA I.D. L-,Js/, ss 00 U. t TRANSPORTATKIN DEPARTMENT M. DESIGNED NO. INIT. DATE EASTERN WMICIPAL WATER DISTRICT OFFSITE S.A. 41 k 33 PPROVED 8 MB SEWER AND WATER 1WROVEMENT PLANS W.0. 11-540 0 m 0 s&to& 0 CHECKED T T! WF DATE TRACT 33647 - PM 34275 - COUNTRYSIDE No. 457 No.69395 M. COTTS, P.E. IGINE SLJEC 6 1 0 Uj rn rn ANTHONY Exp. 12/31/as ca Exp.MAW --0 R.C.E.69395 C01SISULTING AC INITILL TE COM. 23-A-27 49 ALAN D. FRENCH DATE: EXP. 6/30/08 PLANNING 0 OERIGN 0 CONINITRUcTlom SCALE PROJECT ENG. �M &T& 0 J> AS SHOW SHT 5 OF 8 < x THEM I r-11 gE T I EL CIVIV I V I 40MO COUNTY CBffER DRW,SUrTE 100 Aff"ROV&S DATE. JOB NUMBER LA P1M1RA ROAD Q- or C DATE: 7EWC1LA CAL1F0FM925K-6= STA29+00.00 TO STA 36+6,' RECOMMENDED: WL67SA042 - FAXSSLWOL7240 a wmwjW.cwn 15-10117a I Z.77 D-38056 4.00 LF RESTRAIN 96 elclmm IST. _ * STREET C.G. .1 PVC f- o _ g PROFILE HORIZ: 1"=40' 10 11 PLAN 1 -40 WATER LINE DATA TABLE W4_ BEARING/DELTA RADIUS LENGTH TANGENT 1 N 00*1 7 A 8 E -- 74.00 -- E co t* ) J • I f : _ - STREET I. 00 . 71+40.05 ROAD -- - 12" X fi" TAPPED o INSTALL A // ' Q SADDLE CONNECTION WI xF /TH 6" F a DEVELOPER'S RSGV BY EMWD AT VELOP . . . . . _ c� EXPENSE. INSTALL 6" FxH ADAPTOR _. _.... AND 1" CORP. STOP ' i — — — — — — — — — — PROPOSED R/W EXISTING o / .00 10+39.5000 - 1 _ _ 1 j 4*01 J 8 ` 69 70 71 7 _ f— — -----f — r' -F — I — 6g: �T I— -+ i — — — —--r— — ----I— — --+— — — — I—N 4 -I — I — — �-- — +— — — .. .. .: a� 59+58.66 HOLLAN�D ROAD - � o 6' F.H. (8-362) 2 18 SD g w _- - _ - _: .. r_ 1� Il III ' INSTALL A 12 X 6 TAPPED ...._..__,,... ._.....r, __:_... .,.: ._. . _.. - _-- - - . _ SADDLE CONNECTION MATH 6" FxF - - - - - - - - - - - ., _._._ __ _�._.__w__--__-.� _._ ____ .�_.._..._ _ -- s r --- . Q \. _ RSGV BY EMWD AT DEVELOPERS - - - - _ - - - - - - - -- - - - - - - - _ - _ - - - - - - - - - EXIST. 12" CML & C PROP. 12" CML & C PER EXPENSE. INSTALL 6" FxH ADAPTOR . _ _ - _ _ _ - - _______ _ �__ __ �___-_ _ __-_-_ � - - - - j=� PER D-2194 DELTA REVISION D-2194 AND 1" CORP. STOP _ -- _ _ _ _ _ - - - - -- - - - - - - - -�- - - - - - - - - - La - - - - - - - - - - - -� - - - - - - - - - - - - �T / 64+41.19 HOLLMD ROAD EXIST. 12" CML & C 9+8 i.00 STFUT I PER D-2194 EXISTING R/W / i, I 1 x1 CnON WITH 1 I LF RSGV \ r` Li i I •° INSTALLED Y EMWD AT — — .4 1 a F�° A I CORP STOP. HOLLAND ROAD � �� I Q DIGI ti I!r 1-80a--227-2600 40 0 40 so 120 Z BEFOM YOU D NN33 i u�ROW �OF i0u1Mi GN�OeNY► SCALE: 1"=40' I P 060019 Q SE&-CO COUNTY OF RIVERSIDE Prepared Under the Supervision of: DRAWNREV I S I ONS APPROVED DATE WATER / SEWER APPROVED BY: COUNTY OF RIVERSIDE CA I.D. U-36 & U-35 00 f ESSIe ROF�SSJ TRANSPORTATION DEPARTMENT ��o?� � �°�� NO. [NIT. DATE EASTERN MUNI I C I P WATER DISTRICT OFF'SiTE S.A. 41 Nk 33 OVED e � �� '� ■ ■ ■ Me SEWER AND WATER ROVIENENT PLANS W.O. 11-540 CHECKED TRACT 33647 - PM 34275 COUNTRYSIDE LO No. 45702 �+ 7w2 0 No.69395 � ANTHONY COTTS, P.E. C VIL ENGI OF SUED VISIONS w rn CONSULTING AC / U. Exp. 12/31/08 '" ALAN D. FRENCH oATE: °G ExP•b/. R.C.E.69395 [N[TtaE . o TE COORD. 23-A 27 Q PLANNING ■ DESIGN ■ CONSTRUCTION SCALE PROJECT ENG. 1 QQ SHT 6 OF a 40610 COMITY C�[ ,WM too Ct r t� �`� a � civ�� P As strut APPROVALS lE OF C b��E�4 03 S�r L ®�' 9TFOF CA1.1E�� DATE C.AUFOF*M '[QB ROAD RECOMMEND: DATE: WIVG - FAx s:72•0 - W*WfMFEam STA 61+50.00 TO STA 72+80.00 0 D-38057 RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT RCFC &WCD GENERAL NOTES PALOMA WASH HOLLAND ROAD STORM DRAIN - LATERALS 1 . THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS PALOMA WASH LA PIEDRA ROAD ST0�1�1 DRAIN .LATERALSSHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S CONSTRUCTION NOTES QUANTITY UNIT MEMORANDUM OF UNDERSTANDING STANDARD SPECIFICATIONS, DATED 57 CONSTRUCT TRANSITION STRUCTURE NO . 3 PER RCFC&WCD STD . NO . TS303 1 EA SEPTEMBER 1984, AND DESIGN MANUAL STANDARD DRAWINGS DATED APRIL 2004. O 2. AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD CONTROL. 61 CONSTRUCT MANHOLE NO . 1 PER RCFC & WCD STD . DWG . MH 251 . 5 CONTACT ED LOTZ AT 951-955-1266. AFTER THE PERMIT IS ISSUED THE DISTRICT ® CONSTRUCT JUNCTION STRUCTURE NO . 4 PER RCFC & WCD STD . DWG . JS229 1 MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION. SAN BERNADINO COUNTY 3. CONSTRUCTION INSPECTION SHALL BE PERFORMED BY RIVERSIDE COUNTY - - - 10 - - ® INSTALL 54" RCP (D-LOAD PER PROFILE) BEDDING PER RCFC & WCD STD . 325 LF FLOOD CONTROL. CONTACT HENRY o L=V O AT 951-275-1288. THE DISTRICT J - - - RIVERSIDE COUNTY DWG. NO . M-815 14 MUST BE NOTIFIED 20 DAYS PRIOR TO CONSTRUCTION. / RIVERSIDE AUMESA 74 CONSTRUCT CURB INLET CATCH BASIN PER RCTD STD . DWG . NO . 300 . DESERT 7 EA 4. ALL STATIONING REFERS TO THE CENTERLINE OF CONSTRUCTION UNLESS MORENO VALLEY BEAUMONT O HOT SPRINGS (LENGTH OF OPENING PER PLAN) OTHERWISE NOTED. I BANNING 10 Q CONSTRUCT CONCRETE COLLAR PER RCFC & WCD STD . DWG . M-803 . 3 EA 5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE fNORCO 1 1 ® INSTALL 18" RCP (D-LOAD PER PROFILE) BEDDING PER RCFC & WCD STD . 1139 LFINTERSECTION STATION. ORON A LAKE 1 DWG . NO . M-815 ' 6. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT \ LAKE PERRIS 4 PALM ® INSTALL 24" RCP (D-LOAD PER PROFILE) BEDDING PER RCFC & WCD STD . 1S9 LF 1_ _ MATHEWS 800-422 4133. �A,� SPRINGS 10 IDWG . NO . M 815 7. ALL ELEVATIONS ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON °A� o AN JACINTO 81 INSTALL 30" RCP (D-LOAD PER PROFILE) BEDDING PER RCFC & WCD STD . � LF U.S.C. is G.S. DATUM. ticF �F PERRIS DWG . NO . M-815 1 8. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. 15 YLLWILD ® CONSTRUCT CONCRETE PIPE SLOPE ANCHOR PER ORANGE COUNTY ENVIR . 1 OA 9. ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROX I MATE UNLESS OINTY LCOUNTY EL ORE EMET MGMT . AGENCY STD . PLAN 1333 C OTHERWISE NOTED. ALL UTILITIES ARE TO BE PROTECTED IN PLACE UNLESS O ® REMOVE CONCRETE BULKHEAD 2 EA OTHERWISE NOTED. O RESERVOIR HEMET RESERVOIR ® CONSTRUCT DROP INLET CATCH BASIN PER RCFC & WCD STD . DWG . NO . 10. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING ELs N ORE 1 CB 1 10 1 EA CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6 INCHES OF CLASS "B" CONCRETE. LAKE 97 CONSTRUCT DROP INLET CATCH BASIN PER RCFC & WCD STD . DWG . N0 . / L/I SKINNER CB110 AND DETAIL HEREON . CONNECT 54" RCP PER RCFC & WCD STD . DWG . 1 BA 11 . PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION CB109 . STRUCTURE NO. 4 (JS 229) UNLESS OTI-ERW I SE NOTED. PROJECTM U RRI ETA LOCATION VAIL ANZA ABBREVIATIONS AND 8 IDOLS 12. PIPE BEDDING SHALL CONFORM TO RCFC & WCD STD. M815, EXCEPT FOR - - LAKE OC �M CFQAINE W NIANNME COVER < 2 FEET. FOR COVER < 2 FEET, CONCRETE SLURRY 2000 PSI - 2 SACK GAcCALL BLVD CI! CATCH OAWl1 SHALL BE USED. THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES SAN DIEGO CO. TEM ECU LA MINIMUM AND 12 INCHES MAXIMUM ABOVE ThE TOP OF THE PIPE. - - 15 RIVERSIDE CO. - AGU AN GA COF FM.L Nm NOT 70 SAN DIEGO CO. CF Oc ONCENM 1 OG T . CF6 ctmc SEDOW pcc POKII7 OF CON OLIM CtR ATUE 14. "V" IS THE DEPTH OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO SHEET INDEX SHEET N0 . VICINITY MAP « CIAIDtIU17WR L!E a .. PP INVERT OF CONNECTOR PIPE. TITLE�T 1 CW M ll LQA7M NfK PrE FIE P0W OF I 15. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT ODEX MAP 2 NEWPORT RDAD CktW CANT MOWAAR LRAM Q FK7E OF FL= EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. L� K�� PIS 3PROJECT---_ AND CO ATE m Rcw C01lREm�C 16. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS SD LSE K PLAN A PROFILE 4 P R 0JEC T LA IEDRA Ro come OONCIETE R COLKrY FLOOD TO BE RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS SITE CY CtMIC 1111 m CONTROL AND MMATElt THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. SD LIE; Q PLAN&PROFLE, LATMMS Q4 i W PIJW 5 Ho ANo Dill UVE'M!R OONOWATION MTW1 17. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL CONFORM TO LATERALS M.N`''3' PIF 5 0 0 o dR DIEYEY �P IEOI�BI COMfE I�lE DISTRICT STANDARD DRAWINGS UNLESS NOTED OTHERWISE. 8D LATERALS 41 i 41Z PROFILE 7 � Of Oft� DflA�10 fEC ��L� Z EA EACH RIW NGHTOFMMAY 18. THE CONTRACTOR I S REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING DEVELOPER/OWNER = Z ED BOO OF aAt* 8t S UAW TEMPORARY SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS UTILITY °° N = a" EL MMM71ON SD 0R LINES SHOWN ON THESE PLANS. 7. THE CONTRACTOR IS REQU I RED TO CONTACT ALL UTILITY AGENCIES REGARDING PARDEE HOMES ! M OF PtT HIT RET 19. DURING ROUGH ( aD I NG OPERAT I OMS AND PRIOR TO CONSTRUCTION OF PERMANENT TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR THE VARIOUS 1385 OLD TEMESCAL ROAD 0( E1 r 86AW PST DRA I NIAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO UTILITIES SHOWN ON THE PLAN. CORONA, CA 92881 S0n ROAD MAi1 �A PREVENT POND I NG :;WATER AND DAMAGE TO ADJACENT PROPERTIES. 8. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT ( 1-800-227- PH (951) 817-3400 RR. R DVAJ E ow M MIA K cc 951 739-0484 20. APPROVAL of THESE PLANS BY TI-E RIVERSIDE COUNTY FLOOD CONTROL AND WATER 2600) Two FULL WORKING DAYS (48 HOURS MINIMUM) I N ADVANCE of ANY FX ( ) LOCATION MAP FPS ��t�M � ��CM CONSERVATION DISTRICT DOES NOT RELIEVE THE DEVELOPERS ENGINEER OF CONSTRUCTION ACTIVITIES, AND OBTAIN AN IDENTIFICATION NCR PRIOR TO Fr FEET •� 711AC� RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD CHANGES ARE REQUIRED, PERMIT ISSUANCE, INCLUDING PAVEMENT REMOVAL, EXCAVATION AND A.C. NOT TO SCALE IT WILL BE THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE THE OVERLAY, WHICH COULD AFFECT ANY UNDERGROUND UTILITY. SECTION 3 , TOWNSHIP 6 SOUTH, RANGE 3 WEST M F�VJIWZ T'S 1 8115lLRIE HK W LEE TMI TO'OFRU c NECESSARY CORRECTIONS. 9. "H" IS THE DEPTH OF THE INLET AND CATCH BASINS MEASURED FROM THE CURB UTILITIES ?CIP a 21 . THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT FLOWLINE TO INVERT OF CONNECTOR PIPE. Q AND/OR STATE AND FEDERAL REGULATORY PERMITS PRIOR TO THE COMMENCEMENT WATER EA8 EM Mt�AL WATER DNFrR= 551�,�1rY.EXT.4= L U30M V VEL10mTY 3 OF ANY WORK. 10. HYDRAULIC GRADE LIDS SHOWN IN PROFILES ARE FOR 100 YEAR FREQUENCY LF Lmm mu y w0m EIW'IACE BEWEi� EAETEANI NENNCPiAL WATER DIbTRICT 361 ■3TTl,EXT.4 1 MAXc FLOWS, UNLESS OTHERWISE NOTED. ` - - �o ��Y 0 11 . THE CONTRACTOR SHALL COMPLY WITH STATE AND LOCAL SAFETY T�EPFIONE: IIIACf AOIN�OIIRF GENERAL DURING THE PROGRESS OF WORK. CODES r ELECTRIC:80UTFSEi 1 C11LFORMA EDIOON CO. s00■ads•4M6 lVW4NUWY - - - p4v 12. THE DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN a 1 . ADJUST ALL STORM DRAIN AND SEWER MANHOLES, AND WATER VALVES TO GRADE. CBTI@EDE AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE QAE 80UTHM CALFORMA QA$CO. 000' - a 2. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF COUNTY'S OR DISTRICT'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT �` b R.ORL� E D~ R.ALLIW RCLl!giG ADELPHIA '�� OF PVOUC "RkS &XP p9AW201 t PIPE) AND ARE THE BASIS OF THE ESTIMATES OF QUANTITIES. THE CONTRACTOR (LEAN OF DEER I S, WITH DUST AND OTHER NU I SANCE BEGATV:I NG CONTROLLED AT SHALL DETERMINE THE TRUE QUANTITY OF PIPE REQUIRED FOR THIS PROJECT ALL TIMES. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEANUP ON a PRIOR TO PLACING THE ORDER. ADJACENT STREETS AFFECTED BY THIS CONSTRUCTION. METHOD OF STREET ! a Q 6= �-=D ETWIO OONIt a 3. ALL ELEVATIONS SHOWN ARE TO THE INVERT OF THE PIPE, UNLESS CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED AREAS. RCFCD & WCD STANDARD DRAWINGS OTHERWISE NOTED. 13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE CB 110 CONCRETE DROP N.ET TS 503 TRANi1T10N STRUCTURE HIM a 4. AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR MAY BE REQU I RED RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF JQ 2O .JUNCTION ETRUCTUM NO.4 M= CONCRETE COLLAR NOTICE TO CONTRACTORS: z TO VERIFY BY POTHOLING THE LOCATION OF POTENT I ALLY AFFECTED UTILITIES. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND LIH 251 MANHOLE Ni0. 1 M 814 AOOREVLATKM AND SYN11= 5. THE CONTRACTOR SHALL DISPOSE OF ALL EX SS EXCAVATED MATERIAL AT PROPERTY. THAT TH I S REQU I REMENT SHALL APPLY CONT I NUOUSLY AND NOT M■12W MAIr■IOLE NO. M$15 OEDDNO AND PAY LNG THE EA7STENCE AND L OCA TION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL C 8 1001 w N N E C`r=ow to c A'T cN 4A SS^I STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE MANDATORY DISPOSAL SITE. MUST BE NIOT I F W ONE WEEK PRIOR TO CONSTRUCTION. DEFEND, INDEMNIFY AND HOLD THE OWNER, R.C.F.C.D. , R.C.T.D. RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 6 . ALL BACKFILL AND BEDDING AROUND STRUCTURES AND PIPES SHALL BE AND THE DEVELOPER'S ENGINEER HARMLESS FROM ANY AND ALL LIABILITY COUNTY OF RIVERSIDE STANDARD DWGS. THOSE SHOWN ON THESE PLANS. THE CONNTRACTOR IS REQUIRED TO TAKE W COMPACTED TO NOT LESS THAN 90 PERCENT RELATIVE COMPACT I ON-ACCEPT REAL OR ALLEGED, I N CONNECTION WITH TI-E PERFORMANCE OF WORK ON s00 ClJtid N.ET CATCH OASN PRECAUTIONARY MEASURES TO PRO7FCT THE UTILITY UNES SHOWN ON 7NE�SE DRAWINGS c WHERE SUCH MATERIAL IS PLACED UNDER EXISTING PAVED ROADWAYS, THE TOP THIS `PftkCT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 7HE CONTRACTOR FUR 7NER ASSUMES ALL LIA.BIU TY AND RESPONSIBILITY FOR THE U 77LI TY THREE FEET, MEASURED FROM THE F I N I SHED PAVING, SHALL BE COMPACTED NEGLIGENCE OF THE OWNERS OR THE DEVELOPER'S ENGINEER. ORANGE COUNTY ENVIROMENT MGMT. STANDARD DWGS. PIPES, CONDUITS OR STRUCTURES, SHOWN OR NOT SHOWN ON THESE PLANS. TO 95 PERCENT RELATIVE COMPACTION. 1=3 pONCIETE PIPE SLOPE ANCHOR 0 CUP 03475 IP060019 MS 40815 PM 34275 Z a BENCHMA�/� PLANNING ■ DESIGN ■ CONSTRUCTION J Fj^ DATE: 1970 ELEV: 1495.886 REVISIONS ACT NO. a Ar _ QROFESS/ ME COUNTY FLOOD CONTROL Q�,o�Essfo COUNTY OF RIVERSIDE PALOMA WASH - HOLLAND ROAD 4-0-00093 IG ERT R CONSERVATION D o D. F � TRANSPORTATION DEP T T w� 2.7 MILES SOUTH ON MURRIETA ROAD, FRAM THE CATHOLIC �� `�'" �p Fy ��•� �� f• STORM ORM DRAIN I,.ATERI.S 4_0-00094 CHURCH AT SUN CITY, 54 FT NORTHEAST OF PQVERPOLE J' 40810 COUNTY CENTER DRW-SWE 100all UAL7rxL1� #16193, 29 FT EAST OF MURRIETA ROAD. AND 2 FT ABOVE � z M ■ ■ ■ RECOIMrENDED FOR BY: " r APPROVED BY: PALOAIAA WASH - LA TOAD [)RAwING N0. THE ROAD, 2 FT SOUTHWEST OF THE NORTHWEST CDRNER � Np,gg3g5 �+ TEMECULA,CAL -ORNA A� A� z No. 45702 OF A 4 FT CHAIN LINK FENCE, 2 FT NORTH OF A VA TER E CONSULTING N G 96ts7s.8042 ■ FAX 95t676.7240 ■ www.F .com 4+ ^ • 0 - METER, 2 FT SDUTH OF A MARKER POST, SET A BRASS DIS x''6/30/1 Exp. 12/31/08 S STORM D R A!N LATERALS TE R ALS y q 9 O 1 7 IN A CONCRETE POST. PREPARED BY. ANTHONY M. COTTS R.C.E. NO. 69365 M'IOI�E vau m * * EXP. DATE: 6/30/10 * ALAN D. FRENCH DATE: l cl v l� PLANNING ENG CHIEF ENG .rf t Y I� off`! SIFT a L iFa� FoF CAUL DATE: ��4 D DATE: 'F Of C A��E TITLE SHEET OF sounim DESCRIPT ON IA M. or►TE RECOMI LADED DATE: 1 OF 7 � O T !'T i I ItI� `�- I F 3 4 2 7 5 I � i Ijl ' •I i I li i ! 1 ' I N OT A PA RY IIF Y' !I I --q I � T. K-4 LAT. i 1 ;�- �• i fl I �� I P 3 4 2 7 511 JAI a�� __- -��-- - --•i�- -- -lip-- -- �-;11-- -- --ql-' EXISTING � j --- — v I Y' I i ------- p --- �j�-- r---ice` - --i,j- - �rr.�_ --- - — ' - _ / '+, V ' /— / 7/5 i r—� I —7 II 3 4• 7 a /� La's 3 _'.s "•`. I r ',' ,i V � V I. , `�I I ` h II N OT A PART 1427— -----.- -- --- - j La SCALE: 1 '=200' i I�! !�( � \�� \\� f I I i� \ / AS - BUILT � I,, III !I �, �� •� / �-= All 200 0 200 400 600 A S - BUILT PLAN SCALE: 1 =200' CORRECTIONS NOTED .. o Ir QIF. � 7: Q CAMP 03475 wvwulo U8 4086 PM 34275 ES$ 'LAItNINB ■ DESION ■ CONSTRUCTION REVISIONS �� L fESS[ P T�NO..y� / �� DATE: 1970 ELEV: 1495M6 �i` �rVV!!i i V PALONA WASH - ROAD 14-0-0y'93DWj 2.7 MILES SOUTH ON NURRIETA ROAD, FRaf THE CATHOLIC Q�0� �'cb cn ♦T , D' F TRANSPM�' 1 STORM ply LATERALS CHURCH AT SUN CITY, 54 FT NORTHEAST OF POWERPOLE �� 40Mp COUNff CBUM p�CIE Epp �� , �� n THE#16193ROAD 2 FT SOUTHWEST ff• THE AWTHWEST CaWRE ■ ■ ■ C%POF M SMN -@= PALONA WASH - LA PI RA ROAD °' "'� W0. OF A 4 FT CHAIN LINK FENCE, 2 FT WNTH OF A WATER )jp T . FAX M7240 - cm No. 457Q2 METER, 2 FT SOUTH OF A MARKER POST, SET A MASS DI W Q rn 12/31� s 2,-31-00 STOW IMAM LATERALS �_ � � O � IN A CONCRETE POST. * * �� W. I1111"D Y M. COTM R.C.E. NO. #&,In * * � Q. DATE: E)P. DATE: 6/30/10 J>, IVI f jF c�r t� E�+`! amiss SWEX MAP SHEET W0. aF .rNI'3.�� a.r► of air � - DALE: j4,J4AZDATE. � c R�� DATE: 2 of 7 4441 0 2 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTI-ERW I SE NOTED , : , i ! I i 1 i , I I , , f i t i i � H - ( 1 I —�� — I f - I i t — EXIST. EXIST. i i , R/IN R/w , R/w R/W , ! i � 1 t , , f , i L fT 4. 1 fit 1 7 1 2 i • , I I t I - ' i i ! I j I I j i 4. AC N G 1 I ' I i ! 4 i t t • I I i ! i ! I ! ! 1 ( j 1 I i ' ' ; , a —_ , OT YP T� 2 , HICKNE t �X 0 G ( ; i i ! V ! , ! I it � t I ! ! I ! ! I I ! i 0• O.G. I F i ! I ! i , , i , ' ' 6 ' A 6 � SIDEWALK i k GUTT I ! I ► j I i { i I ! ! - ( ! i I- I I A-6 CURB 25' k GUT , t moomm" i _ t Iii , ! ! W , , I r-t- rt-- i - Pf�AP. 3Q R( ' I I I • sp I ! l - ; i ' j I I i ' i i ; I PER THIS FLAN i i 1 i i tT igm AT riA TYPICAL FROM STA. 9+95.76 TO STA. 16+00 •� I ! I ! ; ! ! I i ! ! , ' i ! ' ' + I ! I I j , I ! ; f ! i ! I � i i 7 i i 1 I i I ! I i I I ! i �1 C N.T.S. 1+00 mott i I ' i t I ! .�r• ; a I , ! ! • . ! 1� s 4' I I I N.T.S. r ! DATA TABLE BEARING/DELTA LENGTH RADIUS TANGENT NOTE N 41, wz N 31c -- -- r- Y < 1 N60 46 26 E 9 . 77 LINE K �o� / 3� - 6 - � ,� � � 2 29 52'29 23 . 46 ' 45.00 12 .01 ' LINE K w *-►- CL ©, "� .O 3 N89 21 05 W 301 . 35 -- -- LINE K �� 4 N89 21 05 W 26 3.08 -- -- LIFE K x'r N q x N " 5 N27 04 5O W 41 . 52 -- -_ LATERAL K=1 _ R/N PER INSTR. $� .- °� o � cn 6 N38 10 33 E 31 . 20 -- -- LATERAL K-2 c� v�i © . Y 2010S-0351211 -'. x R. 6/27/2008 + ±� Q 40 2 N�r w * N � � — — — 430 — AbJ TA /w - C►OTICTMNOTES -_ _ __..�_■... .... �. r CONSTRUCT MANHOLE NO . 1 PER RCFC k WCD STD. DWG. MH 4 + - 251 . EX. 3t)" WTR. S" IN I 3L ! 'Q CONSTRUCT CURB INLET CATCH BASIN PER RCTD STD. DWG . NO. o 13 15 ( 1 300. (LENGTH OF OPENING PER PLAN) 34 � 33 32 I 1 I 30 N890 21 ' " 29 _ REMOVE CONCRETE BULKHEAD 2s E L A PIE 1 t _ i �-. - - — — 3391 R/N P€R I NSTR. � w r- � I l��,� A < c r 1 p< 2000-0351211 J O.R. 6/27/20 ©00 UCL p" - 0 Cl8 - _ A .ter • 5 x< M 40 0 40 80 120 .� M 3 L I ,L 6 A GRAPHIC SCALE-7 PLAN BUILT PL C©Ri�ECTiONS -NOTED � EIGNATUR€:BENCHN& 1. DATE. 1970 ELEV. 1495 - _t� \r�/V�i = _ 2.7 AIDES SWATH ON AIL STA FN M THE CATHILIC SUM � R CAS AT SW CITY 54 FT A�TAEAST � E1i93 29 FT EAST nF AI TA A AM 2 FT Ate+€ `'�� - � � � � lbw THE , 2 FT TW EST tDF TAE AMTMAEST C ' No. 457 bn [F A 4 FT CMAIM LAW FENCE, 2 FT MOTH [F A VATER �3 � ■ . r' 7 3/-� A�ETER, 2 FT SauTH � A AIAfER PMT, SET A MOUS 11 at EW�""�^� 12/31 • M A OWNETE P17SL # # �+ W. s K CSC" RGE. "a �� 'ri E11 t�- + &MI - DIET J cam 4k DAM Ant#VIA low I t DA STA 9 95.76 TO STA 16+00.00 3 • 17 � 20 21 22 NOTE: TRACTOR SHALL PROTECT IN PLACE ALL UTIL ES CROSSING OR PARALLELING THE STORM UNLESS OTHERWISE NOTED. ! • I -I. ! ' , i I ► I I ! , I , ' I � � � I I I —�---t-1—� I I ' i I I , I j I , 1 I i I I I I { I I i ! I { 1 i j I ! ! I i I ! , , j ! ! ( • t ' I 1 ; , I � ' I 1 I I : { I E ------------ XIST EXIST 1 i ; ! / /w k : i ! 1 I a ' ! I i i I ! i • '. 1 I 1 • R/ , � i f I 1 -}mar Ilk - 4 , ! ! I I I I { 4 Ii- - I I I 1 1 1 I , f I 1AC PA NT _ PA , , I - - f MAX r.GO2: •1 Tl`P 2 � � 2- 1 6 6 A-6 WALK , , P'fP. S I DE . i I , i M i t (�l1TTE , Cif G. ` SIDEWALK ( I 11 1 I i I ! I A-6 12 SwR. 25 T t GUTTER , N -R. ! � I Y _ I PRO „ 24 s li \�IM S PLAN I , ! j ^ T : ! I ; ! ! I I i • I man , 1 • I �' ! ' 3 •�1 I I i I ! I f I I j , ! I , ( 1 , aim is j i I I i i ! TYPICAL FROM S TO STA. 21+17 I I ! i .y- TA 16+00 I ! i ' , a , N.T.S. IVA io ! i • 4 ; I ( � ( I I j i ; ! I ! 1 • � ! 7 I { � i t i I i I ' i ! { I ! ; ' ! I ' I , , i j ! s I , I •� i j f ' s I _ i I I _ ,, ; ! ! A ( ! I I t i . i DATA TABLE t BEARING/DELTA • , , 2 N89 21 W E . . ; 84 95 -- -- a : , 05 2 LINE hJE K 1 1 � 1 . 37 1( 4 1 I f i !. 1 , i i ! I I I I , ; , i ; ,0 ' : � ! 3 N89 21 5 MI 210. 71 -- -- LINE K 4 N30 38 55 E 16 .86 ' -- -- LINE K i ,,► - 5 4500546 17 . 71 ' 22 .50 9 . 34 LINE K \► ® EXIST. R/IN 6 N75 44 41 E 8.86 -- -- LINE K � I ,� � 7 N28 27'39 W 42.06 -- LATERAL K-4 N�V) r _ �"� ,� 8 N40 4fi 22 E 32. 37 -- -- LATERAL K-5 �n 8 �O cC , L)CLPn r-0 r' ` v' 1432) 9 N42 32 03 w 50. 40 -- -- LATERAL K-3 �--�Nt XtTN N Hwb. •O N RAT PER INSTR. tq& '® _ + , x w 2,2+67. 11 + 251211 + ►- w + v' + I r LA P I EDRAiiG NOTES a 0.R. 6/27/2008 N F- J N + F + DROP INLET � — — — — — — + QDo�- A=3.0' ,w�.0 ,V= . CONSTRUCT MANHOLE NO. 1 PER RCFC is WCD STD. („ CID R/w _ _ .�.•..._. ._ ... DWG. MH 251 . EXIST. R/w ® CONSTRUCT CURB INLET CATCH BASIN PER RCTD STD. _ DM>rG. NO. 300. (LENGTH OF OPENING PER PLAN)sit z EX. 30" WTR. 1 24 MAIN 6 - - � ® CONSTRUCT DROP INLET CATCH BASIN PER RCFC is WCCD 9 2 2 GRAD I NG I N THIS AREA STD. DWG. N0. CB 110 1 1 17 2 4 23 + 22 10 4 .51 LA PIE DRA MW `� 18 1 X'_ I NG 18 REC. WTR. T SD=1428.90 TOP R/W=1428. 13 1 — g R/w r ( BAD ING I N THIS AREA PER TR. D w ". cv w w -�n �t RJR PER It�ISTR. z o < 2�-03512 (� -j to cfr � cr -1 2000-035121105M 3 O.R. 6/27/2008 43r� �, ;� w 1-4 � ")` O.R. 6/27/2000 40 h b w S %� • • tiUn 04 + 7 � X M lAt r X*— cam+ t t� 1431 + �k- �� w 31tAS - BUILT PLAN �{ � �� + � 40 0 40 120 ►.— II II �I r, _ 4 e CORRECTIONS NOTED � GRAPHIC SCALE J f c 0"75 ��Q� me 242745a BENCH OW DATE: 1970 ELEV. 14952M 2.7 MILES SIDJTH LPI l PtIETA B FNM THE CATNX JC r " �tw PAL��MA WAS! �- LA A � LS O AT SLIN CITY 54 FT I�tTfEAST IF �bCMgLE �w -< _ C) # !3, � FT EAST (F IItJ�ETA �1,i Ails 2 Fr A�4€ IllTHE MMS, 2 FT Tt ST DF TI£ NORTIAWST E=. _ ' C �. "1 , 40 nF A 4 FT CMA�!! LJ FENCE, 2 FT MYTH t� A 1A1 TL�R � . • � .�/ +'� PETER, 2 FT SIDITH IF A KAMER PAST, SET A IRASS � � � 12/31 so M A CI PAWTE POTS T. # �i'!�: R t RC E. ma _ �' t ` ALm1 �' �• 9/3" K �� t 1 t iE , - STA 16+00.00 TO STA 21+80.68 . oorr �i� DA��.�� t� QA 4 � _ - _ - _ _ _ - '� 11 13 1� 9 14 T L I N T �'.PER 11 I , I I i 1 I 44 S EA . SIDE D;F i i i i ' 1 j i { { i ! i I i i i 1 I I ( I 1 1 i i _ ! i i i ( _ i .H♦ 1 i PROTECT I N PLACE ALL -- -- :-- _ -_- _ _ -- -- -- _-_ _ _ -- _ I _ _ _ _ _ _ _.-.�---_ --- -. __ _ _ _ __ __ _ M COVER !� FRS NOTE. C ACTOR SHALL -� t �- -�- - - +- -�-- - - -- _ -I - - - _ __.. - - i--- - i -+ _ - "{- -t- }- -i--{- -"'--"�-- _ -._i._ -1 i---T'__. -Y- --I"_ .r._._.... ..r.-_"I-_.__- "'I.--._ -'i--_--- �' }��-_ i i i } I I i i 4S �Ei EACH WAY NG OR PARALLELING THE 1 UT I L I CROSS I _� _ __ _. - -- - - ;- --- ' -I- T- - l- t - - - - - - -E --t- r- r-- -I_ �. - F 1 I � —�I iv I I i I i I i i 1 ; I I I i i i i i I I, I I s 1 t f I I STORM [}RA UNLES S OTHERWISE NOTED . I _ _ >.� I i i P I i R TE TIV ; : _ _ _ 10 + - d +- - - - I i : - -t 4 S !�8 i -,- 1 I ' f I I 1 i ! ! ' I l i ! ; f 1 I { ' i i I i t } + t I , ( I I 1 I 1 i i i I I i I i i t—- t *—j- -1 -f- , �- -t r-- ---I — _ - - _�._.. --._• _ ... } +-- , t-- -I—--+-- ; _ 1-_+_ _ - --� _T__T -c-- a --- i HOR I Z. TYP. i I OR V"EL OC i T IES P ATER THIN 20 F f'S CONE I , I V t--{- , _�_ - --- _ _ ._..�_._-- --- _a__. i---- -- ----i ----____ �-_ I i - ; I 2 RCFCkiCD 1 w I r e- i i I i _ i i i 1 i i 1 i i i ; , ; CI3 0 ` ! i i " T IN6 ON Tt INSIDE OE 'I PET 1 . MIN.fi - - I - :� _ +. -+ - - - - -� _ - -_ - ! i i 1- t i I I i �.. { I i 4 S •12 I : i i ! i � , i I t�FaIT Ate COiN�CAETE C M�JST : I -I00 - 5000 PS � ' I TYP _ �-_ +-1 I y !—- -t- G- i i I t i ' ` + i i i i i ! , 4 i t , _..`_...�_ ! — �— ---t— —'t'---�-- fr ! E 1 1 I I I I i i I 1 i , 1 0 I I I i I i I I I I 1 i i f I i �i i i i i � i , , " —r-- SO r � -� —t- -;-- t : %jw —y-----I -LL—_-i— _— --?-- --r ' _ ._ —`-- _ _ __'_i_.—_"�.__.—_ -__ j......___i--._.._ _, _ _—a---__-I`---I- _ ___- — — - _--- -_ I i - f �L _ , i —t"_- -i- -r—A-.-h_-- --I--- , —f—t- i --f-- "-}-- j __--}--.---- -1----- IqA i I i i i i i I ! i i i h U I I I 1 I 1 i t ( i i i + i 1 i df4q 0, 0. x � 1 1 I f• I f i{ 1 i i I i i 1 i _ ! i I I I i I f f s 3 1 _I I i—�.— _ '___"�` r 1— .t. "+—j.__ --f'_ .'7 _ 3_. _..�.—.�— _._'{'. __.I��-{�. --r---r---�-- 't--I-- "I— f! - 1 i I , i i i 1 i I ! t i — 1 4_ l i i 2 i i 1 I f I i 1 I ( f I i i 1 1 1 {I i -T-'�---'- ___ _ -1-- _� ! I i i t I i s I I I i i ! I 4 t I I 1 I fi i I `+ i 1 i 1 ( 4i I I I I I I I I i i I i i I 1 !`t i I I 1 ; , a i # , s , i ; 1 i I I j I I f - , I . , i ' n I i I i 1 4- I I -T -� 1 2 2 i I j f f! i— i r -T I t I i I f 7 i i r U _- - - -�—_-' a - -- - - - 4 S �12 I �_f - _ -i - - + - -—�- — , E _I 1 ti S �T I l , I i MI MIN.I N 1 i I i i I f i 1 0, f f _ i \ I 1 l i i I i 1 I i i i i 1 i i i 1 r- 1-__ _ _ __ _ _..- _• - - — __ _ ..�_ -L-- i - t } t I � E \ f 3 1 i I S A X /' I E } i I M i h i I f i E i i f i} I i I i i I I i i i I i i i i i � -�. _ 6 67 i —' + - �7 I i ! ; AI—t I I i i i I I I I I i t I l I (j } ; i I H I i i f 1 } i i , i i ( i i a i i 1 1 I i I ( I S ! 1 h i I I I I 7__ _ , I 2 i _ _ vi _ _ _-1 - �i -�- i � __t_ i i 3 1 I QTwt kr i i i i i 3 s i I i 1 1 {i 1 i _ 1 I i { 1 i I I t I I , 151 , •, fi ,zz v i , i ; , , i , ; , : : , : , , " t v f ' ' 1 ; /�,/ - f -- -T- 1 i ? t T i �- 1 i I if. -low I `, 3 I 1 1 1 I i �— 1 I I I I i i i I i I i _ i f I I—}- i i i + i I , , g NOT TO SCALE j , i j , , I I : 2 , j j f I { f I I i I i i`, HDLLAh� TI { I I I i I 1 i �I I I I t I A 1 �_ f f f 1 !• T i. w SD t 1 e , i ; • i , i + t : I , ; I I I --1 , �- I I f / � � � f 1 1 32 21 6 15 14 21 1 1 I 1 I i I { t i I PROP 1 } i ! i 1 �� { i { I I - f 1 I t I i t 1 f i i , fi , , f i e ; , j + i i I , , . i , t i i i ---� • - —l- I (-- -- -i- - ----- s- --- - - - - - i i j—: 1 - 1 _ - � - FG _ - I i i _ I I , fi 1 i l 1 i i + i i I I I I , i I i `r ; i I I i i i I 3 1 _ I _ i _ " + i I , + i i i I j ' i 1 11 I f I _ EX. FG PAVEMENT 1 1 1 t E FG i " 1 I t , i I i f ( i sf i 1 i ! 1 i l I I I i I i I i fi , , R I I 1 , , 1 , I _ _ �__�___�___-! _i _ _ _ i ; 14 - - - --+—__ + - -- -+ - -�-- I 1 g I - - t -- -a =- RCP 3 .i i i I i i � s t f f I t l } 1 i F�+CP i 54 RCI'i I i ff_ I - - j , I , , 1 ; • I r--7--t i - i I - , - — -j_ i _ I _ .. +_ 1- -i- - -t -! i t- EX. 12 SS . 9 I I ( i I j { I ` I i i I I } �-- i - - �_-( _._._ -_ -t -- - - - -- - -i - —i -- + I k I I i �- �' -f- -j- ----f----1-----1-1 Ivjul i i _ - , I I ' i 4 t i I 7f�' j i — i j i I � I � : 1 i i j I { i SECTION AT LIB QT�► . 12 t I i I i i I I I i i i i f i 1 k i i _ Ti I I i _1_ i—L_ _ r --z- --1—+- - - f I I TYP A F I C L R0�1 STA. 11 1 I , 03 T 0 STA. 13 1 I 1 I I I f f � i �� 1 I't i a I I I 1 i i l �/ I I t i I { —i i a f I I i f iv I I I I I 1 I I I; i I i 1 i - I t , , , ' I , , . . ; : i - r -t r - - - -+ I-- -+ - - } - --r - - - - SCALE 1 20 1 I F i 1 [I 4 i i i i i I , I i i f I i!n: 1 i I { 4{ t f { i i i fi ll 7� 1_j.____ _ _ _ __.,_-mot- j -a-�_ _ _ _- 1 i i i I i i i i I i I i I 4 i 1 I i `s t i i i i i I I i i i i I 1 I - 2� Q t ! i I i I I 20 1 1 i I I i I i s:� i 1 I i E . i i I i f I i i t k i 1 i i 1 + ; , , I 1 j i i I i I I I I i i -i 4i i ., 1 I 1 I i I _�___� 1. 1 I : , -- - , I i T I I Irs i 1 I i j I f I 4 i I I i 1 I I I ' { I 1 { i { I c ! , ! I � _ I 34 I I I i I j 1 i i 1 I I i _ i . j -r - - + i 4 I I i I 1 i f I ! I + s i i I i + lur 1w�rrr-.. . i + - { , I i { i j I i i i i i i i I I ' I I i i I t I j I I i 1 i 1 I I p I I i { I i 4 1 I . 1 ,{� _ _ - —1— -�. - - - _ _ _ _- - _a _ I , i -'I^ -_ _ �— T - r-----}--- rLIKI. S ! ' • I i I 1 I I I i I I I� { iµ ' ' I , i ! j i I I i i I I - _:._ - ' € 1 fi i -- I -- -- - --__+ ._._�-- I __-- _ , -i !- - t -- I - _. -. - - - -- -= - - — - F a` ( - - , , : I fi % : {f r i � 1 , v t 3 I i • f , ; ( I I " I I ; 1 1 I 1 i j ! ' $ i i I i 1 , I " a ; i 3 < 1 1 I I I i I — —--- t.'-- 1 �- - a I l 1 FRAr 1 �7fei ?- - --i- - -- - TRANSITION S ! I I I f f I 1 i �- CONSTRUCT iNO. TS303 I i I i I I k i t i i i i }� i I I - - -+-t -t- t _ - `_ - i---I- ---i - -I 7 S r --t- --- --- I -- i j -- -. I i - i i i t I i 1 i i 1 i i MAC �._ _ #ALE 1 PER F�CFC s I � � STD. D ►6. tl�fi I I I �1 . I 1 3 f 4 I i { t E 1 1 � I -1 t- ��: I�� i '�i 1 I I i i i I i A S , i I I i i ,k i I i I i f i i i 1 i 1 i I i _ _ _ _ CONSTRUCT ,Jt1�+�T I ON ST RUCTURE 4 PER FiQ�C tD i 1 _ STD. 1 i I i _i i i i 1 i i I t i ---F--.-- —1--- _ _ _ _ .._ _ _ _ _ ._ , , ; ; ' i I i •, s , f i I � i i I i i I DwG! i �— i i i i i i f i { i 1 I 1 l I i I i k 1 I i i i 1 I { I _I i i f i I i i i l •! I t i _ 1 s w `F's r 1 ,r _t a i i I i — 54 Ft�CPD i � � INSTALL [}-� PER PROFILE)I ALL LE IN6 i fi BEDD PER F'MCEC s --- -----� I i I t i f I t i i i ( E I % i I i i i i I I i j i i ! I i I 1 I I I i 1 i I ! 1 , , I ' ; i , I M-R1� , t , I I I ! _ , 1 I I I 's� I ; I t �E? i j i I � 1- _ I Fes! Z i ' ! 'I ; 1 t -, -- T--, -�-- - -I-- +-- +- -+ -- -( - -- --�--+-- -- -!- (- - -t _ _ _ - _ - -- - - _ �y�p 11T CATCH BASIN P'ETt f�CCTC� STD. DING. NO. 1 i i i I f. i i , I t i i I t f ; I i -�- i - , I i ; � . i I l i i i I = i i k 1 —.j I + I i 4 I i !� i i { i 4 I i i 1 i I j i I i iT7 , i 30�0. OPENING 1 1 1 I i ( PER PLAN) TR11CT C IC TE COLLAR P'ER F�CFC ! STD. M1-803. - \ � , � 4 `` -l _ 111 9 INSTALL 1 d RCP (D-LOAD PER PROFILE) �I NG PER it \ \ x � '1 � _, -__._�-------.. MCD STD. DOG. NO. M-815 \\\{ PO GRAB I NG IN THIS AREA � ' - REMOVE COTE t \\ c� C) PER 060293 CONSTRUCT DROP INLET CATCH BASIN PER RCF & WM STD. DW. � \ \\i , _~� °° �' 67+17.81 ST STA , NO. CB 110 AND DETAIL HEREON. CONNECT 54 F47 PER RFC k o �1 C.B. 1 I EXIST 16 CHANNEL R -. -�- � 100 Qf ". rn cn f f f _ _ PER TR 30902 PLANS 1 o r-o A=5.0 W=14.62 ,V=7.00 • N _ - - - - - - - N I NG=14.06 =-_J _-__ - - ; j f f �'{ I P 040176} PE . 12802IV DATA TABLE 0r or I i � V;, V) (0 _ _ _o - _ _ - - - 1, N60 27 26 W TO I NTA I NED < - - - -- - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - ELTA LENGTH RADIUS TANGENT NOTE _�t437 � �o o�_ -o - T_ - - LINE "Q_ � .� _____ ___ -_= --_ _____-_ ----- BY ROTC= -==-- -__ __ __==_ - - - ' _ - _-_ NG/D BEARI � J�X � - XIST. R/ :-------- -------- - - - --------------- ------ -------- ------ - - -- 1 N45 46f26 E 71 . 31 ' -- -- LINE Q � - � �o� 1 - 3 13 _ --- ------ -- __ _ _------- - _- -- - - - - ---- - — 2 44 31 ' 22 34 . 97 ' 45 . 00 18 . 42 LIFE Q __ _ •- �- X. 12 wAT __ ---- - ------------ ---- w 3 N89 42 ' 12 W 218 . 26 ' -_ -- LINE Q 54 STCir1 aRA I `'`" 4 - — fi --- --- - -- ---M N -- IIIi1111 -- -- - -- -- -- -- -- -- -- -- -- -- -- -- - - - -- - - - -- - - - - -- -- - --� -- -- --- 4 N89 13 34 W 10 . 02 -- -- LAT Q-1 In 6 9 6 8---- ririrr 6 7 PROTECT I N PLACE 6 6 6 5 ~` g 6 4 6 3 r' 6 2 + --_Ili I y P,A MTIll + 5 N89 42 12 Wl8 . 53 -- -- LAT Q-1 [ 1-0 ,� - --s---s- N89 42 W;� -s - - — _� 1l _-S // /�-- - - __ -- - - -- -- -- - -- - N89 42 ' 12"W 295 . 34 ' -- -- LAT Q-1 L HCLAI+ — —S s S— s ' s — --- -- ---5- - S— S S— S - -S - - � - - S - -5- - S - -5— S - - — —'� ---s— 6 -- -- - - - - - - - - - - - AI-fl�I--II - - _11-W c c c S S + - - 10 - - - - - - - - - -1 � - - - - 1 N 1 1 - `�-' 7 N89 42 ' 12"W 231 . 37 ' LAT Q-111 _ r _ - 7 8 45 00 ' 00" 35 . 34 ' 45 . 00 ' 18 . 64 ' LAT Q-1 8 4 1440 `I 18' STORM aRAI _. -� 9 N44 42 , 12„W 6Ill . 1 1 -- -- LAT Q-1 10 X. T 10 N29 e 42 ' 12"W 17 . 63 ' -- -- LAT -Q-2 a 9 1 = TEC IN PLACE ---r - - - - - - - - --=-mm - . -- -- -- �"' -�' Y kEADWALL� r a J w 1 . R/ — — — — _ - ----PROP /w- -- - — — - _ _ _ _ _ - - - - - - _ R _.�"_-REIriC}i EX 2 3 'S TR 302T1 { w f_ I I - - - - - - - - - - - - - - - - - - - - - - - - - - LAT 1" RfM� PER Ii" STR. c o �e.____ TR' CT R- - :. ' -R I P 04017E 1 cn. + 4 1#37 `` ;# o FAIR I 121 Q o = I P 040176 _ _ _ �'.- Q V) u I � _j 04-00 ,__ t SEE ST ET O.R: 6/27/20 < - . oO u _ ,�. � - 1 \ �+- \ �t- , , �i' �,,. C INIG IN THIS f A , �j� n F - = -In REM[�V'E 2- — —LS, �� I (( ��— — — — — #1DT HTAf7MlAI R r— R C \ �J o �M 00 �N U PER 2'93 1� � �'m� �.m o- SLURIR`( FILL �� (i (� - 02 F'L \ '' / to `�' . - . o r 1* I c ? mow► U —C - - - �- - ( I P 040176 AP 3 30 CMP S— • V —s `s �- —s- -/ /�- - — — — s- - -S- o 1. C� �~J I 5 i *_1 0 D I IrENB I 001,tS • U)V) 44� ' + f--m `'' I ((n 0 ) , 60�Ofl'00" E 0 J w-Vhh �� IV r- 1.�* r . - r% C ' ANAIS - BUILT � L PER YIALL > PLAN-- BGR �..� 4 n 40 80 120 1 - 18 CORRECTIONS NOTED ,. MQ MAN �' E l e v R = 1430.87 g I G N AT U I''E: -3--10 SCALE: 1 '=30 f GRAPHIC SCALE e v S = 1429 .96 CUP 03475 P0600" me 75 rLANNIN*i ■ LitliiN ■ CQUfiTRU'CTFOMt I I & r DATE: 1970 ELEV: 1495.866 Es �TSi L f ss/ COW" OF o ( M 1iiTt ttrI�t D PALQiiA IMAM! - �tl►.LA 4 27 NILES SOOTH ON aN1RRIETA ROAD, FROM THE CATt�LIC �� "" Q�, F + �- r ST DRAM LATERALS CRWH AT Slit CITY, 54 FT NORTHEAST OF POWERPOLE N16193, 29 FT EAST OF META ROAD. AND 2 FT ABOVE � � � � ■ ■ ■ �p�fY [� RtJPT[� �� : � �: N i� W. rING NO. .. . C3 AIIIIIIIIIIIIIIIIIIIIII THE ROAD, 2 FT SOUTHWEST OF THE NORTHWEST CORINER cy No. T 11A, DF A 4 FT CHAIN LINK FENCE, 2 FT NORTH OF A WATER ® ?'1 . ■ FAX!/ltT .� (h9. 457A2 + � O r%3 METER, 2 FT SOUTH OF A MARKER POST, SET A BRASS ➢7 _ _. lo �„� Exp. 12/3 t lm . _. y IN A CONCRETE POST, * * 11. GD1TS R.G.E. NA. $ !r " T ( r`E3p. DAW: i E - 1V► ,�sr Or Cl 1 J\. Lm o < ��qy,,� I '-, "_� o��: "I ►iryff T�: DATE: �� /f t►��E�` - STA 9+96 .62 TO STA 13+21 . 16 _ _ _ - - y ,; 4 # • �i NOTE: CONTRACTOR PROTECT IN PLACE ALL ■ ■■■■ ■■■ ■■■ i� ■ ■ ■■■■N • • CROSSINGUTILITIES 1' PARALLELING STORM DRAIN UNLESS OTHERWISE NOTED. i A off 01 7r 61mr... KA i ► . • 1�■ - i0nZWOR 16i 7_=M�r "..Mh-q JEWS ' ■ Pi ■ " .`. . . 'i� ■ # �'1 . .��.rii °,. r �•ril��■ �r.«r�•�rr.r�ar.rr•-;�rrisrr�■r�� xrr- � -err -- .�ii=zxrmcW`-,&, _ ■ Laos lE. . �` + � I : .'� i • •� ! . , . --+�rri�rrr�rr�.�.,�--errryes°rrr�nr-s-�►��rri■�ritrs� rr-�r+ir�►r�r,r�^�� bill ON . • • . . .� ■■■■■ � Wit . ■ ■■ k . .. ■ �! WN ■■ ■ # L'a slim • DATA TABLE 1i i i i 1 � . � _ • s ''it• "" ::�! � M# i�� ` '" •' • ! .s_ �� ....r--. ..ram . ,e " " `.a a�3 .. �1��... -.- --�-.-_ - - _ �,�r—�.r�w., •E. � � a� a ¢ • �3 i��■� ■ ` �.I ��■�- a! �� ` ice • . . « .�tsir•a•a+.....� �.�._-_ . a .��• -.- Jil S : ' • �� ACE PROTECT IN PL _ . mom, ■��i!�• 'ter .., .-,,.r, waft i.....�. ��,�ra�.a sa�.•�a�i.�-- ,ems — � �� i � �:� •• ®� • al p E FOR ONLY �. db - - - •• ! • w , . ,� FOR ONLY . po"M" ey- 1"MAS C. Ni .• wx m :. ., • ' Y IS n _ /, r IL PALOMA WASH HOLLAND ROAD ■■ '"" MUC STORM DRAIN LATERALS * . ■ ■■ , NUM, 2 FT SMINt �. , IN A • POST. n ■ ■�■ t I t 1 I i r i 1 I i 10 ACTOR SHALL PROTECT IN PLACE ALL NOTE. C AC E i 1 i _ i - i i i { 4 I i i 1 `s I 1 3 I !i I i ! t k I LI CROSSING OR PARALLELING THE __ _ _UT I _ � _ _ f ( i i !i i I 1 i i i i I I f : 1 I I ! i i t i i 4 f I I I I I DRA UNLESS OTHERWISE NOTED . _STORM l I i, { i i ,i 1 i t I {! I i I I i i I I I I I t} ( I i I i { 1 4 1 I I i 1 I i ti A I i i A I I i i 1 t I I I i iifI !i I i ! I i : i i i i j t i T ! i i 1 ! l 1 t ! i t ,t I i i { i i i I I {i I i i ( I I I i I I 1 I i !i I i i I i i' i f, t s ,f i c ! 1 I i 1 ,, i! i I i I 1 1 i! 1 I i i 1 I , I I i i i 1 1 1 i ! i 1 1 } i (_ _ I , ; r ` I r r , , r I ' : i r V t— _ i —{—"_-1-- --(—..—t.. � �"� '`}� , � �� --i — •-�— _— _�..—. _ —_'}--1—�—_—�� __{'._`..�� —t'_"#' "*,—t--i. s I i 1 t f i i i i i f i 1 i I i 1 r l s i I { 1 I I i i, 1 I I 1 i 1 i f { ll 1 i 1 i i t i i I I { 3 I i I i t 1 i i ,I 3 i i f r , 1 1 1 I f 1 ! I I 1 i {I ( I !I I i 7{ I 7 S I 1 1 I i I I f i • ! 3 ! t i ! ' j i _ � i � ! I i ! i i i I i it` E { ,1 1 I 1 F� I t 3 I s! . i { — S — T.r ! 1 1 t I � 1 l I l i , I{ i i , { i i 1 I i � I 1 I '91Wi` i f 1 { !i i I i i i 1 i i 1 ! I I f i � i i i I 1 i i, p , I I rt —r — I f I 1 I i 1 i � t {, I , " i ! i i i i i I i i f i I VIA I I i i i I i ( i ! 1 i t 1 r" i I I, i I i I 1 I t , 1 1 i V I I I 1 1 I � ! { { 1 i I U _ t I � , I f i � I { ,i i l l # , ! I i • I i 1 1 s i M i I i I i 1 I I E i f i i _ 7 1 t 4 i _ k r 3 I f I I i i 3 f 3 I 1! i I{ S E f 1 ! t t 3 i { ! 1 t i f ! f i .i f { S i i k I 3 , , , , : { F— , s � + ': t . • 1 — — { -- —}--, —}---i----'— —F---'+— —t— —i- F— J.. 1 I --i- ---+ -.�__ i-- fir' -�- �— { : E a �— , { i opt • , I I i i r • i 1 I I , I i 1 i : k I I I rI I I r —y ! I i { i i _tom I I { j I 1( • , ! I 1 /}'�� S E _ Y I , t ' i i s ' V a , I i , V , , wpm I t E - --a- -�—- - i + -- k --� -- - ( -- -- - —�- ol 11000, iT __1__.__ !__4 — `,_ { i ! i k I i i + , s i ! i i I i t 3 i I I i I ! i i I t i I , l i I I ! 1 , r r ! , , 3 i , - , t : { 1 r 3 € i i � ( L ! 4 { I I • _ ! i 3 , { i 1 j a i r t , I ` t j - i , 311 r 1 3 k { i I I , ! i , f r - i 5; , ; t , S i r l t i i I r i ! I i F i i I i t , i r , ! , r , i ( tt I , 1 t _ --to--�-�r _ — _t_ l_ —I----•— — — — t _ �m--;_— ! IN�T • { { w ( { I • , I r i i : ; , r : l i � I � 1rkA i i { i � . r I `t _ I A I i I! i w � i I, s ! 1 i — i I i i I : , s i i i , t : , r ,I ALA w i �� I i ' { I i i i ( i 1 I { f • i E 1 i N1CA I 1 j E f e F t 2 1 I V 3 ! 4 7 i 1 t 1 , , , i I 1 i € i i , { 174 lu j 1 SCALE i j { { Ty PROFILE 4 { i • • ! I i i I I { , I III s Y : i r _ i I , { t 40 tAtI , j I Z 1 i i • V ! ! 1 1 I MEICT. t 4 LAT I i I t t 1 I i I 1- 1 K- ,LAT - � AT - SEE PU01 VIE SEE R-M VIEW SEE PLAN VIEW PLAN VIEW SEE PLAN VIEW ON SHEET 3 ON T 3 ON SHEET 4 STET 4 ON STET 4 COMTRUCT CMUCTE COLLAR PER RCFC k WM STD. DWG. N W3. k r� AS BUILT PL CORRECTIQNS OT D �IGNATURE: /O a CUP 03475 019 40" 34275 cl DATE: 1970 ELEV: 1495.E �'iIVIN■ ■ Dt!!!!n • ca#4sTRUCTFON . ssr iill�r - ss�' cowv t!P ! PAP A WASH - LA P RA .o .ra ;- IL 2.7 MILES SDUTH DN MURRIETA ROAD, FROM THE CATHOLIC ��® '�+'" �'�J f , �. l �+ $TOM DRAM LATERAL �. CHL2CH AT SUN CITY, 54 FT NORTHEAST OF P17WERPIIE , J' �fY Ipo �`.. , . 116193, 29 FT EAST OF M URRIETA ROAD. AND 2 FT ABOVE - m m a THE ROAD, 2 FT SOUTHWEST DF THE NORTHWEST CMNER No•B�m NO. 45 DF A 4 FT CHAIN LINK FENCE, 2 FT NORTH OF A WATER E ( ■ . 4- METER, 2 FT SOUTH DF A MARKER POST, SET A BRASS DI mp•�''`'�''1 o Exp. 12/31 "# IN A CaVCRETE PHST. �' # W. � Y. COTTS R•C•- Na �_ � � -�r w► �! Cl Ct r JIL LAT K-1, K-2, K-3, K-4 A K-S - lie 7 I + i i I � ! 1 i I I j I j i j I ` j i i i � f ' { i ' I � �i i i4-LI NOTE: CONTRACTOR SHALL PROTECT IN PUCE ALL - _ -aUTILITIES CROSSING OR PARALLELING THE h f ! STORM DRAIN UNLESS OTHERWISE NOTED. FINI. ' I I f + ! , i i • i � j _I j t ! i i ( ! i - i i i I ! ! 1 I ' ,., i ; 1 ! ! ! i I ! i i i 1 I i j i I I j I i i � I j ; I I i f I ! I 1 ; i i i I I •j - ! I -i i I j ! I t i I i ' I I I i i ! I { , i (_ I ' ! ' i I i + , r I j ( , • : I7- i , ! ! I 1 ' i • I j � I I 1 = 11 •�t j i I I i ' i j I I I 1 i f ' - + �� I I I — I - _. -.. __. - " - i -- ' { a I -77i ! i f -- i ! i I ! i ! i • I � I i I ! i i i t i I I I I ! I ! f i I � ! f I , ! ! f Li ISO • ! ' � i I i I i ! ! I I , , I i I ! j ! i [ r ! 1 i { ' i t j i i I I , i ! i I j � I • ( 1 i i I � ! I , I ' ! _ . I --�—i I I I i , • I i � ; + f t , i i I : i 1 1 i • k ! [ I I ; ! 11 { I 1 i ff I I ! r I � • - ' s I ! t j ! t 7 i � i i ! i i i ! I { j I i ! ! { ! i ! t i Ago m , 1 iFqwi i' I i , al ! I I ! I I f I i I I I 13. 1 • ! ! i I t 1 ; i i ; j � I i ' , i ' I ' i I i i i i ! _� ' I i I � i i ` I I I j I i j t I i I - j I ! j I i i I— f - i I { i I PW ILE SICKE : { ; 1 j _ HIMUZ. 1 vv 1 I I I i I I i 1' : 4� i i ! I r CONSTRt= TR"I TION �CTU€ NO. 3 PER D STD. NO. t.7.�..'.i kn 4b CtxSMX T *V#UX NO. 1 PM �C & VM SM. DOG. IrH 251 . =67mICT CJ TE PIPE &DPE 111 PEA � t�DJNTY ENIVIR. IWT. AGENCY STD. PLAN 1333 O 0 Q f J/ R (A AS - BUILT PLAN CORRECTIONS NOTED RICNATUFiE: Cur OUTS �� 3" � ��o� BEN SATE: >9� EL v: 1495.�6 pftjwt - r ,, 1lf Dom' �'ALOMAA ! Iltl # 4� 3 2.7 MILES SAUTH LTV M 'JiETA �$ F� THE CAPOLIC C� AT SM CITY, 5+ FT MW7MEAST rF SOME .`� � � Q�R t® ,W�' ' =Tt!i 1■Afi � A _ 0-1111112111111 M. T 2-9 0 FT T ESEAST 11F M T T� ST Ms.i�J16 ■ ■ ■ ��,CAJBFC w■► !M®. 4!S 2 ,n II!!�� 0= .� ff A 4 FT CHAIN LIMO FENCE, 2 FT MOTH BF Am . . ""' r�s METER, 2 FT SWTM LF A I�MI R PWT, SET A AASS x Up'*WM 'r IV31 rs •� IN A CENCMETE �T. * * �M� or IMfumv K am R.C.E. "m A � � K� D,A lE�T 1D. �c r fi�fE c! 1� *� �.� ,�;.�!„ LAT 0-1 i 0-2 ofra c�iT